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HomeMy WebLinkAboutARB202100137 Plan - Submittal (First) 2021-11-22DRAWING No C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 Yi1�1:Z•1�i1��11�� TITLE COVER SHEET GENERAL NOTES EARTHWORK REQUIREMENTS PROFFERS ABBREVIATIONS AND LEGEND EXISTING CONDITIONS & DEMOLITION PLAN SITE LAYOUT PLAN DETAILS THIS IS A PORTION OF THE SAME PROPERTY IDENTIFIED AS TAX MAP PARCEL 61 W-3-19A (PARCEL 1) CONVEYED UNTO OCT STONEFIELD PROPERTY OWNER LLC (PREVIOUS OWNED BY ALBEMARLE PLACE EAAP, LLC) BY THAT CERTAIN DEED DULY RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN DEED BOOK 4857, PAGES 503-511. SITE PLAN NOTES: 1. THE PURPOSE OF THESE PLANS IS TO SHOW THE SITE IMPROVEMENT MODIFICATIONS REQUIRED FOR THE CONSTRUCTION OF A 7 STORY, 112 UNIT, RESIDENTIAL APARTMENT BUILDING ON BLOCK C2-1 OF STONEFIELD CONSISTING OF A 2 STORY PARKING GARAGE AND 5 STORIES OF RESIDENTIAL. 2. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 3. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. 4. PARKING COUNTS HAVE BEEN UPDATED TO REFLECT THESE IMPROVEMENTS. 5. PUBLIC WATER & SEWER IS PROVIDED TO THIS SITE THROUGH THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA). 6. PARKING GARAGE SHALL BE DESIGNED SO THAT NO LIGHT IS PROJECTING OUTSIDE THE STRUCTURE. 7. REFER TO "STONEFIELD TOWN CENTER FINAL SITE PLAN AMENDMENT" AND "STONEFIELD BUILDING C1—IV FINAL SITE PLAN AMENDMENT" FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO GENERAL NOTES AND DETAILS, STORM DRAINAGE AREA MAPS AND CALCULATIONS, AND LANDSCAPING DETAILS AND CALCULATIONS. 8. STORMWATER MANAGEMENT FOR THE AREA ENCOMPASSED WITH THIS PLAN ARE PROVIDED WITH WPO 2010-00023, WPO 2013-69, SDP 201 1-00047, WPO 2011-00055, AND WPO 201 1-00036. THIS PLAN IS IN CONFORMANCE WITH THOSE REQUIREMENTS FOR QUANTITY AND QUALITY CONTROLS AS WELL AS MS-19. 9. THIS SITE IS NOT LOCATED IN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. STONEFIELD TOWNCENTER BLOCK C24 INITIAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA N �o FASHION T SQUARE MALL WHITEWppD RD � �P 5 � o f eOti �° oQ0 ST SEMINOLE °�C9 SQUSITE SHOPPING y 0 CENTER ��P9G US HWY 29/250 BYPNSS e9�A,p Pp9q N o � s� �P o al A- o� VICINITY MAP SCALE: 1 "=2000' 111•Z•1.RYA1.1wdwMI@60M1:i311rfRV: 0IIII V MIbIMI lI&'I EXISTING SHOPPING CENTER: 1,064 SPACES ((236,248 GLA/1,000=236.25), 236.25*4.5=1,063.12) EXISTING HOTEL —GUEST ROOMS: 55 SPACES (0.40 SPACES/HOTEL ROOM) —CONFERENCE ROOMS: 24 SPACES (1,790 SF/75 = 23.87) C2-1 APARTMENTS: 196 SPACES (112 UNITS*1.75 SPACES/UNIT=196) PARKING REQUIRED: 1,339 SPACES BLOCKS A. B. C. & D3 PARKING PROVIDED: EXISTING SPACES: 1,221 SPACES PARKING REMOVED W/SITE PLAN: —6 SPACES SITE DATA Legul2ladsour 21[fugg ENGINEER: OCT STONEFIELD PROPERTY OWNER LLC C/O O'CONNOR CAPITAL PARTNERS LLC 535 MADISON AVENUE, 6TH FLOOR NEW YORK, NY 10022 ATTN: OJAS DESAI EMAIL: ODESAIOOCONNORCP.COM WW ASSOCIATES, INC 3040 AVEMORE SQUARE PLACE CHARLOTTESVILLE, VA 22911 (434) 984-2700 ATTN: JOHN D. BEIRNE, JR., P.E. EMAIL: JBEIRNE®WWASSOCIATES.NET SOURCE OF TITLE: THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO OCT STONEFIELD PROPERTY OWNER, LLC BY THAT CERTAIN DEED DULY ON RECORD IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN DB 4857, PGS 503-511 AND IS INDICATED AS TAX MAP PARCEL TMP 61W-3-19A. SOURCE OF BOUNDARY SURVEY: SOURCE OF TOPOGRAPHY: COUNTY, STATE: MAGISTERIAL DISTRICT: WATER PROTECTION AREA: TAX MAP/PARCEL: ZONING: OVERLAY DISTRICT: AREA EXISTING USE: PROPOSED USE: TRASH: YARD REQUIREMENTS: PROPOSED BUILDING HEIGHT: BUILDING GROSS AREA: TRAFFIC GENERATION: (PER ITE TRIP GENERATION MANUAL, 8TH EDITION) BLOCK C2-1 LAND USE SCHEDULE WW ASSOCIATES, INC DATED: MAY 29, 2013 WW ASSOCIATES, INC BY FIELD SURVEY PERFORMED ON: SEPTEMBER 20, 2019 ALBEMARLE COUNTY, VA JACK JOUETT N/A (NON —WATER SUPPLY WATERSHED) TM 61W, PARCEL 3-19A NMD (NEIGHBORHOOD MODEL DISTRICT) ENTRANCE CORRIDOR & AIRPORT IMPACT VACANT RESIDENTIAL (APARTMENTS) ON —SITE DUMPSTER THERE ARE NO MINIMUM OR MAXIMUM LOT WIDTHS OR DEPTH REQUIREMENTS. 90' MAX. (7 STORIES) 36,400 SF APARTMENTS (USE 220) 6.65 TRIPS/UNIT/DAY 112 UNITS x 6.65 = 745 VPD STRUCTURED PARKING PROVIDED. 160 SPACES TOTAL SITE 1.046 AC.(100%) PARKING PROVIDED: 1,375 SPACES BUILDING 0.836 AC. (79.92%) (BLOCKS D1 & D2 ARE SELF PARKED AND WERE NOT INCLUDED WITH THE PARKING CALCULATIONS.) OPEN SPACE 0.069 AC. (6.60%) OTHER IMPERVIOUS 0.141 AC. (13.48%) 114..••••••#00 ■■^■ pyTH OF TOO. ■ SS��„''' I= p ♦ v 9 ♦ JOHN DAVID BEIRNE JR ♦ Z� Lic. No. 042267 �? �v ■■O .S14'; ■ �S G�■. SIONAL E�� ••NN��N• _ __ ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 968 Olympia Drive, Suite 1 L}mchburg,VA24502 ch•i.^r..;ue,VA22D Phone: 434.3166080 Phone 434.9842700 », wwassceatesnet DESIGNED BY: JDB PROJECT: STONEFIELD TOWNCENTER BLOCK C2—I SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO. _ DRAWN BY.,INITIAL DSB TITLE: COVER SHEET DRAWING NUMBER: C- 1 DIFR BY: WWA NUMBER: 221020.04 FILE NAME: 102004C—CS-1.dw 9 DISCIPLINE. CIVIL SCALE: H: AS SHOWN V: N/A DATE: 1 1/19/2021 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE GENERAL CONSTRUCTION NOTES FOR SITE PLANS (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). URCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLIC 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND CONTROL SEDIMENT REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS FOR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOA.M. TO 9:00 P.M. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. NO. I SHEET REVISION I BY I DATE I NO. MISCELLANEOUS NOTES 1. BASED ON GRAPHIC DETERMINATION, THE PROPERTY DESCRIBED HEREON LIES WITHIN FLOOD ZONE "X", AREAS OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN, AS DETERMINED BY THE UNITED STATES FEDERAL EMERGENCY MANAGEMENT AGENCY, AND AS SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM) NUMBERS 51003CO278D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. 2. THIS PROPERTY IS SERVED BY PUBLIC WATER AND SEWER THROUGH ALBEMARLE COUNTY SERVICE AUTHORITY. 3. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 4. THE COORDINATES AND ELEVATIONS SHOWN ARE TIED TO THE STATE PLANE COORDINATE SYSTEM. 5. HORIZONTAL DATUM: VIRGINIA STATE PLANE SOUTH ZONE NAD83 6. VERTICAL DATUM: NAVD88 GENERAL UTILITY NOTES 1. CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 984-2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON THE DRAWINGS. 6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY, ALBEMARLE COUNTY SERVICE AUTHORITY, AND RIVANNA WATER AND SEWER AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. 8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. 9. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. 10. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 11. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY AND RIVANNA WATER AND SEWER AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS EXCEPT AS SPECIFIED IN GENERAL NOTE 13. 12. ALL PRIVATE WATERLINES SHALL BE PVC SCHEDULE 40. 13. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. 14. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES SHALL BE DEDICATED TO THE ALBEMARLE SERVICE AUTHORITY, EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT-OF-WAY. 15. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER CULVERTS OR 6" SEPARATION WHEN WATERLINE IS INSULATED. USE 1/2" THICK THERMA-CEL PIPE INSULATION IN 3'x4' SHEETS AS MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL. 16. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. TO ACCOMMODATE THESE METERS, METER LIDS WILL REQUIRE A 1-3/4" HOLE TAPPED INTO THE CENTER OF THE LID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TO METER INSTALLATION. 17. CERTIFICATION THAT 95% COMPACTION IS OBTAINED SHALL BE PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL GEOTECH. THE CERTIFICATION SHALL STATE THE EXACT AREA THAT THE CERTIFICATION APPLIES TO. 18. CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY WITH THE VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY ACT. ANY COSTS TO COVER LINES OR DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE CONTRACTOR'S EXPENSE 19. CONTRACTOR SHALL COMPLY WITH NO LEAD REGULATIONS FOR WATER INFRASTRUCTURE. 20. ALL JOINTS ON PROPOSED WATERLINE SHALL BE RESTRAINED PER MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS AND PER ACSA STANDARDS AND SPECIFICATIONS. SITE PLAN NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN. 3. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. 4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND MAINTAINED, EXCEPT WHERE OTHERWISE NOTED. 5. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED IMMEDIATELY FOLLOWING CLEARING AND GRUBBING. 6. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY CODES. 7. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 8. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO CURRENT PLUMBING CODE. 9. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICT EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. 10. THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES AND HANDICAPPED RAMPS SHALL COMPLY WITH THE "2010 ADA STANDARDS FOR ACCESSIBLE DESIGN" ISSUED BY THE DEPARTMENT OF JUSTICE ON SEPT. 15, 2010, OR THE LATEST EDITION. HANDICAPPED PARKING AND ACCESSIBLE ROUTES SHALL NOT EXCEED 2% CROSS SLOPE. HANDICAPPED RAMPS SHALL BE INSTALLED AS SHOWN ON THESE PLANS AND AS REQUIRED TO MEET THE LATEST ADA STANDARDS AT NO ADDITIONAL COST TO THE OWNER. COORDINATION NOTES 1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS: ALBEMARLE COUNTY LAND DISTURBANCE PERMITS, VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT, AND ALBEMARLE COUNTY BUSINESS LICENSE. CONTRACTOR SHALL PROVIDE ALL NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, INCLUDING APPLICATION FEES AND REQUIRED BONDING COSTS. 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. 5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 6. VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT: PREPARE STORMWATER POLLUTION PREVENTION PLAN, SECURE VSMP PHASE I LAND CLEARING GENERAL PERMIT AND PAY PERMIT APPLICATION FEE TO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). CONTACT DEQ - RICHMOND FOR ADDITIONAL INFORMATION. TELEPHONE NUMBER: (804) 698-4000. 7. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS ISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. 8. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 9. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 10. A KNOX BOX WILL BE REQUIRED FOR THE PROPOSED BUILDING. LOCATION SHALL BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. GENERAL NOTES 1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 2. ALL STREETS OUTSIDE PUBLIC RIGHTS -OF -WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 3. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. 4. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 5. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 6. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. 7. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 8. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 9. SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. 10. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. 11. SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT OUTLET OR PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 12. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 13. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 14. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND ROAD AND BRIDGE SPECIFICATIONS. 15. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 16. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 011411- TH OF .P rM� U 9 JOHN DAVID BEIRNE JR d Lic. No. 042267 o� �Wa � �S Cs� 1i & IONAL�� 17. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE CURRENT EDITION OF THE "MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES" AND THE VIRGINIA SUPPLEMENT. 18. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 19. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY. IF THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION DRAWINGS OR TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. STORMWATER NARRATIVE STORMWATER DETENTION FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE PLAN ARE PROVIDED BY THE PERMANENT UNDERGROUND SOUTH SWM FACILITY LOCATED IN THE PARKING LOT BEHIND BUILDINGS B-III AND C2-II. DETAILS FOR THE FACILITY ARE PROVIDED ON THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN WPO# 2010-00023. AN ASSUMED POST DEVELOPED IMPERVIOUS COVER OF 90% WAS UTILIZED IN THE DESIGN OF THE UNDERGROUND DETENTION SYSTEM FOR BLOCKS A THROUGH C. STORMWATER QUALITY FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE PLAN ARE PROVIDED BY THE STORMFILTER AND VORTECHS UNITS CONSTRUCTED AS PART OF THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN WPO# 2010-00023. THE SITE IS GRANDFATHERED PER 9VAC25-870-48 AND MEETS THE WATER QUALITY REQUIREMENTS OF PART II C SET FORTH IN 9VAC25-870-96. PER PART II C THE STORMFILTER AND VORTECHS UNITS PROVIDE A POLLUTANT REMOVAL RATE OF 60% AND THE FILTERRAS PROVIDE A POLLUTANT REMOVAL RATE OF 74%. STONEFIELD BUILD OUT SUMMARY USE IN BLOCK (GLA OR UNITS) THIS SUBMISSION RETAIL NON RETAIL RESIDENTIAL PREVIOUS SUBMISSIONS RETAIL NON RETAIL RESIDENTIAL SUBMISSIONS TO DATE RETAIL NON RETAIL RESIDENTIAL A 0 0 0 50,224 14,000 0 50,224 14,000 0 B 0 0 0 33,836 6,500 0 33,836 6,500 0 C 0 0 112 57,701 111,595 0 57,701 111,595 112 D 0 0 0 2,073 110,000 436 2,073 110,000 436 BLOCK GROUP 1 TOTAL 0 0 112 143,834 242,095 436 143,834 242,095 548 E (BLOCK GROUP 2) 0 0 0 0 0 250 0 0 250 F 0 0 0 149,964 0 0 149,964 0 0 G 0 0 0 14,700 22,880 0 14,700 22,880 0 BLOCK GROUP 3 TOTAL 01 0 0 164,664 22,8801 0 164,664 22,8801 0 STONEFIELD TOTAL 01 0 112 308,498 264,9751 686 308,498 264,9751 798 ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 968 Olympia Drive, Suite 1 Lcnchburg, VA 24502 Charlatt-lle, VA 22911 Phone: 434.3166080 Phone 434.9842700 www""rear mte'ret DESIGNED BY: PROJECT: STONEFIELD TOWNCENTER SET REV. NO. TDB BLOCK C2-1 _ DRAWN BY: INITIAL SITE PLAN DSB ALBEMARLE COUNTY, VIRGINIA TITLE: DRAWING NUMBER: DIHR BY: GENERAL NOTES HFw C-2 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: / 221020.04 102004C-ND-1.dwg CIVIL V. NA 11/19/2021 EARTHWORK REQUIREMENTS 1. GENERAL 1.1 DEFINITIONS 1.1.1 HARD MATERIALS: WEATHERED ROCK, DENSE CONSOLIDATED DEPOSITS, OR CONGLOMERATE MATERIALS WHICH ARE NOT INCLUDED IN THE DEFINITION OF 'ROCK" BUT WHICH USUALLY REQUIRE THE USE OF HEAVY EXCAVATION EQUIPMENT, RIPPER TEETH, OR JACK HAMMERS FOR REMOVAL. 1.1.2 ROCK: SOLID HOMOGENEOUS INTERLOCKING CRYSTALLINE MATERIAL WITH FIRMLY CEMENTED, LAMINATED, OR FOLIATED MASSES OR CONGLOMERATE DEPOSITS, NEITHER OF WHICH CAN BE REMOVED WITHOUT SYSTEMATIC DRILLING AND BLASTING, DRILLING AND THE USE OF EXPANSION JACKS OR FEATHER WEDGES, OR THE USE OF BACKHOE-MOUNTED PNEUMATIC HOLE PUNCHERS OR ROCK BREAKERS; ALSO LARGE BOULDERS, BURIED MASONRY, OR CONCRETE OTHER THAN PAVEMENT EXCEEDING X CUBIC YARD IN VOLUME. REMOVAL OF HARD MATERIAL WILL NOT BE CONSIDERED ROCK EXCAVATION BECAUSE OF INTERMITTENT DRILLING AND BLASTING THAT IS PERFORMED MERELY TO INCREASE PRODUCTION. 1.1.3 COHESIVE MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GC, SC, ML, CL, MH, AND CH. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIVE ONLY WHEN THE FINES HAVE A PLASTICITY INDEX GREATER THAN ZERO. 1.1.4 COHESIONLESS MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GW, GP, SW, AND SP. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIONLESS ONLY WHEN THE FINES HAVE PLASTICITY INDEX OF ZERO. 1.2 CRITERIA FOR BIDDING 1.2.1 BASE BIDS ON THE ELEVATIONS AS INDICATED. 1.2.2 ROCK EXCAVATION SHALL BE UNCLASSIFIED. ALL EARTHWORK EXCAVATION SHALL BE PERFORMED TO THE INDICATED ELEVATIONS. 1.2.3 BLASTING WILL BE PERMITTED ON THIS PROJECT AS SPECIFIED HEREIN. 1.2.4 REMOVE MATERIAL IN AN APPROVED MANNER, AND PROVIDE EXCAVATION SUPPORT STRUCTURES AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL," EM-385-1-1, SECTION 25. 1.2.5 ROCK EXCAVATION, AS DEFINED HEREIN, MAY EXIST ON THIS PROJECT. ROCK EXCAVATION SHALL BE PERFORMED AS UNCLASSIFIED EXCAVATION TO THE INDICATED ELEVATIONS. 1.3 PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST CUTTING, BREAKING, OR SKINNING OF ROOTS; SKINNING AND BRUISING OF BARK; SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE; EXCESS FOOT OR VEHICULAR TRAFFIC; OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE TEMPORARY FENCES, BARRICADES, OR GUARDS AS REQUIRED TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING. 1.4 BURNING: NOT ALLOWED ON THIS PROJECT. 2. PRODUCTS 2.1 SOIL MATERIALS: FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS AT THE SPECIFIED LOCATION. THE MAXIMUM PARTICLE DIAMETER FOR PIPE BACKFILL MATERIAL LOCATED LESS THAN 1-FOOT ABOVE THE PIPE CROWN SHALL BE 1-INCH. 2.1.1 COMMON FILL: APPROVED, UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. 2.1.2 BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC, ML, MH, CL WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 50, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 25. MOISTURE CONTENT SHALL BE WITHIN f3% AND IN ACCORDANCE WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS. 2.1.3 SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2.1.4 PIPE BEDDING MATERIAL: VDOT NO. 57 COARSE AGGREGATE. 2.1.5 AGGREGATE FILL: VDOT NO. 5 OR NO. 57 COARSE AGGREGATE. 2.1.6 RIPRAP: CLASS I DRY RIPRAP AS DEFINED IN THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, RIPRAP", UNLESS OTHERWISE NOTED. 2.2 BORROW: OBTAIN BORROW MATERIALS REQUIRED IN EXCESS OF THOSE FURNISHED FROM EXCAVATIONS FROM SOURCES OFF THE OWNERS PROPERTY. PROVIDE AND SUBMIT SOIL CLASSIFICATION TESTING TO ENSURE BORROW MATERIALS MEET THE REQUIREMENTS OF THIS SPECIFICATION. 3.EXECUTION 3.1 CLEARING 3.1.1 REMOVE FROM THE SITE TREES, STUMPS, ROOTS, BRUSH, SHRUBS, DOWN TIMBER, ROTTEN WOOD, RUBBISH, OTHER VEGETATION, AS WELL AS FENCES AND INCIDENTAL STRUCTURES NECESSARY TO ALLOW FOR NEW CONSTRUCTION. 3.1.2 CLEARING WORK SHALL BE RESTRICTED TO AREA WITHIN CONSTRUCTION LIMITS/LIMITS OF CLEARING' SPECIFIED IN THIS SECTION AND AS INDICATED ON THE DRAWINGS. 3.1.3 UNDISTURBED STUMPS AND ROOTS, A MINIMUM OF 5 FEET BELOW FINISHED GRADE AND NOT LOCATED UNDER OR WITHIN 10 FEET OF ANY STRUCTURE, MAY BE LEFT IN PLACE. TOPS OF STUMPS LEFT IN PLACE SHALL NOT BE MORE THAN 6 INCHES ABOVE ORIGINAL GRADE. 3.2 GRUBBING 3.3.1 GRUB AREAS WITHIN AND TO A POINT 10 FEET OUTSIDE OF ALL STRUCTURES, AREAS TO RECEIVE FILL WHERE FINISHED GRADE WILL BE LESS THAN 3 FEET ABOVE EXISTING GRADE, CUT AREAS WHERE FINISHED GRADE WILL BE LESS THAN 2 FEET BELOW EXISTING GRADE, TRANSITIONAL AREAS BETWEEN CUT AND FILL, AND ANY AREA TO RECEIVE CONTROL FILL. 3.3.2 REMOVE FROM THE GROUND TO A DEPTH OF 24 INCHES ALL STUMPS, ROOTS i%-INCH DIAMETER AND LARGER, ORGANIC MATERIAL, AND DEBRIS. 3.3.3 USE ONLY HAND METHODS FOR GRUBBING INSIDE THE DRIP LINES OF TREES THAT ARE TO REMAIN. 3.4 CONSTRUCTION/CLEARING LIMITS 3.4.1 THE CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE THE CONSTRUCTION LIMITS INDICATED ON THE DRAWINGS WITHOUT EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. 3.4.2 NO CLEAR -CUTTING OF TIMBER SHALL BE PERMITTED WITHIN THE CONSTRUCTION LIMITS. THE CONTRACTOR SHALL MAKE SELECT CUTTING OF TREES, TAKING THE SMALLEST TREES FIRST, THAT ARE MANDATORY FOR THE CONSTRUCTION OF THE UTILITY LINE. THE ENGINEER'S DECISION SHALL BE FINAL ON DETERMINATION OF WHICH TREES ARE TO BE CUT. 3.5 CLEAN UP DEBRIS RESULTING FROM SITE CLEARING OPERATIONS CONTINUOUSLY WITH THE PROGRESS OF THE WORK. 3.6 REMOVE DEBRIS FROM THE SITE IN SUCH A MANNER AS TO PREVENT SPILLAGE. KEEP PAVEMENT AND AREAS ADJACENT TO SITE CLEAN AND FREE FROM MUD, DIRT, AND DEBRIS AT ALL TIMES. 3.7 SURFACE PREPARATION 3.7.1 STRIPPING: STRIP EXISTING TOPSOIL, WHEN PRESENT, TO A DEPTH OF 6 INCHES WITHOUT CONTAMINATION BY SUBSOIL MATERIAL. STOCKPILE TOPSOIL SEPARATELY FROM OTHER EXCAVATED MATERIAL AND LOCATE CONVENIENT TO FINISH GRADING AREA. 3.7.2 UNSUITABLE MATERIAL: REMOVE UNSUITABLE SOIL MATERIALS, WASTE MATERIAL, VEGETATION, DEBRIS, DECAYED VEGETABLE MATTER, SOD, AND MULCH FROM THE CONSTRUCTION SITE. DISPOSE OF THE UNSUITABLE MATERIAL OFF THE OWNER'S PROPERTY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 3.8 PROTECTIONS 3.8.1 PROTECTION SYSTEMS: PROVIDE SHORING, BRACING, AND SHEETING AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL," EM-385-1-1, SECTION 25. SHEETING AND SHORING DESIGN SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA. 3.8.2 SITE DRAINAGE: PROVIDE FOR THE COLLECTION AND DISPOSAL OF SURFACE AND SUBSURFACE WATER ENCOUNTERED DURING CONSTRUCTION. 3.8.2.1 SURFACE DRAINAGE: COMPLETELY DRAIN THE CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. 3.8.2.2 SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT THE OUTLET OF PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 3.9 EXCAVATION 3.9.1 EXCAVATE TO THE ELEVATIONS AND DIMENSIONS INDICATED AND AS SPECIFIED IN THIS SECTION. REUSE EXCAVATED MATERIALS THAT MEET THE SPECIFIED REQUIREMENTS FOR THE MATERIAL TYPE REQUIRED AT THE INTENDED LOCATION. WHEN SOIL NOT MEETING THE REQUIREMENTS SPECIFIED IN THIS SECTION ARE ENCOUNTERED DURING EXCAVATION, REMOVE THE UNSUITABLE SOIL MATERIAL AND REPLACE WITH SELECT MATERIAL AS SPECIFIED IN THIS SECTION. REMOVAL AND DISPOSAL OF UNSUITABLE SOIL MATERIAL AND PLACEMENT AND COMPACTION OF SELECT MATERIAL SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 3.9.2 KEEP EXCAVATIONS FREE FROM WATER. EXCAVATE SOIL DISTURBED OR WEAKENED BY THE CONTRACTOR'S OPERATIONS, AND SOILS SOFTENED OR MADE UNSUITABLE FOR SUBSEQUENT CONSTRUCTION DUE TO EXPOSURE TO WEATHER. REFILL WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. UNLESS SPECIFIED OTHERWISE, REFILL EXCAVATIONS CUT BELOW INDICATED DEPTH WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. SIDE SLOPES WHEN ALLOWED SHALL BE PROTECTED WITH 6-MIL POLYETHYLENE SHEETING. 3.9.3 PIPE TRENCHES: EXCAVATE TO THE DIMENSIONS INDICATED AND AS SPECIFIED HEREIN. TRENCHES IN PUBLIC ROADWAYS SHALL BE EXCAVATED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. WHERE ROCK IS ENCOUNTERED, EXCAVATE AND REMOVE ROCK TO A MINIMUM DEPTH OF 6 INCHES BELOW THE PIPE INVERT. GRADE BOTTOM OF TRENCHES TO PROVIDE UNIFORM SUPPORT FOR EACH SECTION OF PIPE AFTER PIPE BEDDING PLACEMENT. 3.9.4 UNSUITABLE SUBGRADE SOIL MATERIALS: SUBGRADES WHICH ARE DETERMINED TO BE UNSUITABLE FOR BEARING NEW EQUIPMENT, STRUCTURES, OR PIPING, SHALL HAVE THE UNSUITABLE SUBGRADE SOIL MATERIALS REMOVED AND DISPOSED OF, AND REPLACED WITH SELECT MATERIAL AT NO ADDITIONAL COST TO THE OWNER. 3.10 FILLING AND BACKFILLING: FILL AND BACKFILL TO ELEVATIONS AND DIMENSIONS INDICATED. COMPACT EACH LIFT BEFORE PLACING OVERLAYING LIFT. 3.10.1 COMMON FILL PLACEMENT: PROVIDE FOR GENERAL SITE, IN GREEN OPEN SPACE AREAS. PLACE IN 6-INCH LIFTS. COMPACT AREAS NOT ACCESSIBLE TO ROLLERS OR COMPACTORS WITH MECHANICAL HAND TAMPERS. AERATE MATERIAL EXCESSIVELY MOISTENED BY RAIN TO A SATISFACTORY MOISTURE CONTENT. PROVIDE A SMOOTH FINISH SURFACE BY BLADING, ROLLING WITH A SMOOTH ROLLER, OR BOTH. 3.10.2 BACKFILL AND FILL MATERIAL PLACEMENT: PROVIDE FOR UNDER PAVEMENT, BUILDINGS & OTHER STRUCTURAL COMPONENTS. PLACE IN 6-INCH LIFTS. PLACE BACKFILL MATERIAL ADJACENT TO STRUCTURES AS THE STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. PLACE BACKFILL AND FILL MATERIALS TO 5 FEET OUTSIDE OF STRUCTURES. 3.10.3 SELECT MATERIAL PLACEMENT: PROVIDE UNDER ALL STRUCTURES AND CONCRETE SLABS IN TOP 6 INCH. SELECT MATERIALS SHALL BE PROVIDED FROM APPROVED BORROW AREAS. IN ADDITION, PROVIDE STONE WHERE INDICATED ON THE DRAWINGS. PLACE IN 6-INCH LIFTS. BACKFILL ADJACENT TO STRUCTURES SHALL BE PLACED AS STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. 3.10.4 TRENCH BACKFILLING: BACKFILL AS RAPIDLY AS CONSTRUCTION, TESTING, AND ACCEPTANCE OF WORK PERMITS. PLACE AND COMPACT INITIAL BACKFILL AND BACKFILL MATERIALS IN 6-INCH LIFTS TO THE TOP OF THE TRENCH. TRENCHES IN PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 3.10.5 BEDDING REQUIREMENTS: EXCEPT AS SPECIFIED OTHERWISE IN THE INDIVIDUAL PIPING SECTIONS, PROVIDE BEDDING FOR BURIED PIPING IN ACCORDANCE WITH AWWA C600, TYPE 4, EXCEPT AS SPECIFIED HEREIN. PLASTIC PIPING SHALL HAVE BEDDING MATERIAL FROM BENEATH THE PIPE INVERT TO THE SPRING LINE OF THE PIPE. PROVIDE A MINIMUM BEDDING DEPTH OF 4 INCHES BENEATH THE PIPE INVERT. WHERE ROCK IS ENCOUNTERED, PROVIDE A MINIMUM BEDDING DEPTH OF 6 INCHES BENEATH THE PIPE INVERT. 3.11 COMPACTION: EXPRESSED AS A PERCENTAGE OF MAXIMUM DENSITY. DETERMINE IN -PLACE DENSITY OF THE EXISTING SUBGRADE; IF REQUIRED DENSITY EXISTS, NO COMPACTION OF THE EXISTING SUBGRADE WILL BE REQUIRED. 3.11.1 GENERAL SITE: COMPACT UNDERNEATH AREAS DESIGNATED FOR VEGETATION AND AREAS OUTSIDE THE 10-FOOT LINE OF STRUCTURES TO 98% OF ASTM D 698. 3.11.2 STRUCTURES AND CONCRETE SLABS: COMPACT TOP 12 INCHES OF SUBGRADE TO 98% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 98% OF ASTM D 698. 3.11.3 PIPE TRENCHES: COMPACT FILL, BACKFILL, AND SELECT MATERIALS PLACED IN PIPE TRENCHES TO 98% OF ASTM D 698. 3.11.4 ADJACENT AREAS: COMPACT AREAS WITHIN 10 FEET OF STRUCTURES TO 98% OF ASTM D 698. 3.11.5 PAVED AREAS: COMPACT TOP 12 INCHES OF SUBGRADE TO 98% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 98% OF ASTM D 698. IN ADDITION TO THE SPECIFIED COMPACTION REQUIREMENTS, FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO DEVELOP A CALIFORNIA BEARING RATIO (CBR) OF 10. 3.12 RIPRAP: RIPRAP SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, RIPRAP." GEOTEXTILE FABRIC SHALL BE PLACED UNDER ALL RIPRAP. 3.13 DISPOSITION OF SURPLUS MATERIAL: WASTE UNSUITABLE SOIL MATERIALS OFF THE OWNERS PROPERTY AS DIRECTED BY THE OWNER AND WW ASSOCIATES IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 3.14 FIELD QUALITY CONTROL: THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS PROJECT. 3.14.1 SAMPLING: TAKE THE NUMBER AND SIZE OF SAMPLES REQUIRED TO PERFORM THE FOLLOWING TESTS. 3.14.2 TESTING: PERFORM ONE OF EACH OF THE REQUIRED TESTS FOR EACH MATERIAL USED. PROVIDE ADDITIONAL TESTS FOR EACH SOURCE CHANGE AND AS REQUESTED BY WW ASSOCIATES. 3.14.2.1 FILL AND BACKFILL: TEST FILL AND BACKFILL MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 423 FOR LIQUID LIMIT AND ASTM D 424 FOR PLASTIC LIMITS; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.2 SELECT MATERIAL: TEST SELECT MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.3 DENSITY TESTS: TEST SOIL DENSITY IN ACCORDANCE ASTM D 2922 AND ASTM D 3017. TEST EACH LIFT AT RANDOMLY SELECTED LOCATIONS EVERY 500 SQUARE FEET OF EXISTING GRADE IN FILLS FOR STRUCTURES AND CONCRETE SLABS, EVERY 500 SQUARE FOR OTHER FILL AREAS, EVERY 1,000 SQUARE FEET OF SUBGRADE IN CUT, AND EVERY 250 LINEAR FEET FOR PIPE LINE INSTALLATION (MINIMUM ONE TEST PER PIPE LINE), AND ADDITIONAL TESTS AS REQUESTED BY WW ASSOCIATES. NOTE: ALL EARTHWORK AND SITE WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS 1140**VT•••.., ■■^■ pyTH OF TOO. ■ SS��„''' I= ♦ p , ♦ v 9 ♦ JOHN DAVID BEIRNE JR ♦ Lic. No. 042267 *� �? �v ■■O,� .S14'; ■ �S G�■. TONAL E�� 00#40NN0 _ __ ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 968 Olympia Drive, Suite 1 L}mchburg,VA24502 ch.1.a..;ue,VA22D Phone: 434.3166080 Phone 434.9842700 w, wwasceatesnet DESIGNED BY: JDB PROJECT: STONEFIELD TOWNCENTER BLOCK C2-I INITIAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO. _ DRAWN BY: DSB TITLE: EARTHWORK REQUIREMENTS DRAWING NUMBER: C-3 DIHR BY: HFw WWA NUMBER: 221020.04 FILE NAME: 102004C-ND-2.dwg DISCIPLINE. CIVIL SCALE: H: N/A V. NIA DATE: 1111912021 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE Ot 3 no Wi I Z I U O O N O_ G O IL 0) In O is V O O N O_ C4 [V 1 U U O m 1.= (D C 0 In U O O 0 N i NO. •ni °a�nla�h, V t '1 APR 0 5 2012 COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlat/esvals,Virgim. 22902-4596 March 23,2012 Valerie Long 321 E. Main St., Suite 400 Charlottesville, Va 22902 RE: ZMA201100007 Albemarle Place/Stonefleld Proffer Amentl etas if has been TAX MAP, PARCELS: 061 WO-03-DO-019AO, 061 WO.03-00-019 subdivided), 061 WO-03-00-02300, O61 WO-03-00-02400, o61 W0-03-DO-02500 Dear Ms. Long: isors a roved the above referenced application on March 14, 2012 in The Board of Supery pp nt for ce with the attached proffers dated March 13, 2012. Please refer to this docume aco futur any future applications and requests on this property. hat althou h the Albemarle County Board of Supervisors took ac tion Please r advised t 9 e as a roved above may lawfully be the project noted above, no uses on the Prop ei nit nditions have been met. begin until all applicable approvals have been received and co This includes: . compliance with applicable PROFFERS; . compliance with conditions of any applicable SPECIAL USE PERMIT; . approval of and compliance with applicable SITE PLANS and SUBDIVISIONS; and . approval of a ZONING COMPLIANCE CLEARAN If have q uestions or comments regarding the above -noted action, please do not hesitate to you contact Rebecca Ragsdale at 296-5832. Sincerely, - ` r�� j U/ e ilimbe V. Wan rg Y Director of Planning cc: Albemarle Place EAA , C Albemarle Place EAAP LLC C/O Tom Gallagher P O Box 528 7200 Wisconsin Ave. Columbia SC 29202 Bethesda, MD 20814 Albemarle Place/Stonefeld PROFFER FORM Date: March 13, 2012 ZMA # 2011-00007 Albemarle Plaw/Stonefreld Tax Map and Parcel Numbers: 061WO-03-00-019AO, 061WO-03-00-019BO (as it has been subdivided), 061WO-03-00-02300, 061WO-03-00-02400, and 61WO-03-00-02500 65.034 Acres zoned Neighborhood Model District (NMD) to be rezoned to Neighborhood Model DisMct (NMD) Albemarle Realt E&A LLC a South Carolina limited liabilit cot an is the owner of two Y ( ). Y P Y arcels of land that were subdivided from tax ma msel 061 WO-03-00-019BO, which arcels P PP P are shown as "Lot D2", containing 5.487 acres, and "Lot D3", containing 1.010 acres, each on a plat entitled "Plat Showing Subdivision of Stonefield, Jack Jouett Magisterial District, Albemarle Comity, Virginia" dated July 15, 2011, last revised November 10, 2011, prepaed by W.W. Associates, which plat is of record in the Clerk's Office of the Circuit Court of Albemarle Comity, Virginia in Deed Book 4135, page 215 (the "Subdivision Plat"). The Haven at Stonefield, LLC, a South Carolina limited liability company, is the owner of a parcel of land that was subdivided from tax map parcel 061 WO-03-DO.019BQ, which parcel is shown as "Lot E2" containin 7.638 acres on the Subdivision Plat. For the ur oses of these roffem Albemarle g P P P Place EAAP, LLC, and Albemarle Realty (E&A), LLC me collectively mferrul to herein as (the "Owner"). Albemarle Place EAAP, LLC, a Delaware limited liability company, is Ore fee simple owner (the "Owner") of tax map panels 061 WO-03-00-019AO, 061 WO-03-00-02300, 061 WO-03-00-02400, 061 WO-03-00-02500, and the residual portions of tax map parcel 061 WO-03-00-019BO that were not conveyed m either Albemarle Realty (E&A), LLC or The Haven at Stonefield, LLC. For the purposes of these proffers, Albemarle Place RAAP, LLC, and Albemale Realty (E&A), LLC are collectively referred to herein as (the "Owner"). Tax map parcels 061 WO-03-00-019AO, 061 WO-03-00-02300, 061 WO-03-00-02400, 061 WO-03- 00-02500, and 061 WO-03-00-019BO (including the lots created there from pursuant to the Subdivision Plat) (collectively, the "Pfopetty"), are the subject of zoning map mnendrnem application number ZMA 2011-00007 originally submitted as "Albemm9e Place Proffer Amendment," which application name has been minum d to "Stonefield." Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed in this proffer• statement, which shall be applied to the Property if the rezoning is approved by Albemarle Comity. These conditions ae proffered as part of the rezoning and it is acknowledged that One conditions are reasonable. The Albemarle Phme/Stonefield project was originally approved by the County Board of Supervisors on October 22, 2003 as ZMA 2001-007, along with proffers from the prior owner dated October 22, 2003, and a Code of Development prepared by The Cox Company dated Original Proffer: Amendment; X October 15, 2003 (with Exhibit A to Ore Code of Development last revised July 8, 2010) (the "Code of Develo ment" . Tire Code of Develo ent included an a lication lan the P ) Prn Pp P "Application Plan"). The improvements proposed for the Property rare collectively referred to as the "Project." The tent "Owner" as referenced herein shall include within its meaning the owner of record and successors in interest. The term "Application Plan" refers to Exhibit A. The term "Code of Develo meet" refers to Exhibit B. The roffem dated October 22 2003 that were a roved with P P PP ZMA 2001-007 were amended b roffers dated Jail 23 2010 that were a roved with ZMA Y P Y PP the Coun Board of S ervisos on Au st 4 2010 and b roffers dated A st 2008 0003 b Y Ty uP gu Y P ugu 2 1 tit were a roved with ZMA 2011-0004 b the Count Board of S ervisors on 5 01 at PP Y Y uP September 7, 2011. These proffers =and and supersede the proffers accepted in conjunction with the approval of ZMA 2001-007, ZMA 2008-0003, mrd ZMA 2011-0004. The headiu of the p roffers set forth below have been re ared for convenience or reference gs P P P only and shall not control or affect the meaning or be taken as an iuterpretation of any provisions of the proffers. I. Phasing of improvements: The Owner shall phase development of the Project as follows: A. Phase 1: Phase 1 of the Project shall be composed of Blocks A, B, C and D as shown on the Application Plan, and as shown in more detail on Exhibit A-1 attached hereto ("Phase 1"), and shall include street and utility improvements to serve the planned building improvements contained within Phase 1. As part of Pbase 1, the Owner shall design and conshuct District Avenue (formerly known as Albemarle Place Boulevard and as Fourth Street/Cedar Hill Road) ("District Avenue") from Hydraulic Road to the point where District Avenue connects with the new planned western entrance m the Sperry Marine facility in the location shown on the Application Plan, and as shown in more detail on Exhibit A-1. This first phase of District Avenue shall include all supporting utility infrastructure on such street, and shall be completed prim to issuance of a final certificate of occupancy for any buildings within Blocks A, B, C and D. Contraction of the first phase of District Avenue shall be deemed complete when it is constructed in conformance with the plans approved by Albemarle County or by the Virginia Department of Transportation ("VDOT"), as applicable, and in any event the Comity Engineer has approved it for vehicular travel. No more than three hundred seventy thousand (370,000) square feet of commercial space mid one hundred seventy (170) dwelling units may be constructed within the Project until the remainder of District Avenue is constructed to the new planned intersection with U.S. Route 29 as shover on the Application Plan. Notwithstanding anything to the contray contained in this Paragraph 1 A, the Owner shall be permitted to utilize portions of the Phase 2 land (as shown on Exhibit A-1) for tine installation of infrastructure to serve the Phase 1 building improvements to be constructed in Blocks A, B, C and D. B. Phase 2: Phase 2 of the Project shall be composed of Blocks E, F mid G as shown on the Application Plan and as shown in more detail on Exhibit A-1 ("Phase T), and shall include street and utility improvements to serve the planned building improvements contained within Phase 2. As part of Phase 2, the Owner shall design and construct District Avenue from the Original Proffer: Amendment: X point where it contacts with the new planned western entrance to the Sperry Maine facility north and east through Blocks E, F and G to the new planned intersection with U.S. Route 29 as shown on the Application Plmr and as shown in more detail on Exhibit A-1. This second phase of District Avenue shall include all supporting utility infrastructure on such street and shall be completed prior to issuance of a final certificate of occupancy for any buildings within Blocks E, F mrd G. Construction of the second phase of District Avenue shall be deemed complete when it is constructed in conformance with the plans approved by Albemarle County or by the VDOT, as applicable, and in any event the County Engineer has approved it for vehicular travel. Notwithstanding anything to the contrary contained in this Paragraph Ill, the Owner shall be permitted to utilize portions of the Phase gland (as shown on Exhibit A-1) fro• the installation of infrastructure to serve the Phase 1 building improvernents to be constructed in Blocks A, B, C and D. Notwithstanding anything to the contrary contained in this paragraph 1B or in paragraph IA above, final certificates of occupancy may be issued for buildings within Blocks A, B, C, D or E beyond the threshold levels contained in paragraph IA, provided that the Owner (i) has constructed at least a temporary road (at standards acceptable to the Director of Community Development) connecting the first phase of DisWct Avenue to the new planned intersection with U.S. Route 29, or (if) can demonstrate timing the site plan review process, Ovough traffic analysis acceptable to the Director of Community Development and VDOT, that additional traffic from such buildings, when aggregated with the traffic generated by the uses for which i icates of occ c have been issued for buildin s in Phase 1 will not cause the cart f upon y g II draulic Read/U.S. Route 29 intersection to fall below an ace table level of service. All Y eP final site plans far the Project that include any portion of District Avenue shall includn a note reserving the portion of the property comprising District Avenue for forms dedication as a public road, and within sixty (60) days after written request for such dedication, the Owner shall dedicate the portion of the property comprising District Avenue f'or a public road. If the public right-of-way is not dedicated by subdivision plat, the Owner shall be responsible for the cost of a survey and preparing the deed to convey the public right-of-way to the County. C. Landscape improvements and associated stmetscape improvements to serve the planned building improvements contained within each block shall be reviewed at the time of final site plan review for each block. The Project shall have a consistently designed and planted streetscape along Route 29 and Hydraulic Road. 2. Community Development Authority Participation: Upon request by the County, the Owner shall petition for and consent to all tax map parcels used for non-residenflal purposes participating in a Community Development Authority ("CDA") established pursuant to Section 15.2-5152 ct se . of the Code of Vir inia "Code" to be created for the u ose of 9 8 ( ) P rP im lementin Route 29 re ional trans ovation im ovements includin but not limited to P g g P Pr g s o tion im •ovements Within the "Su er Block" the eo r hical tea bounded b tran P� Pi P ( g g aP Y Route 29, Hydraulic Road, Commonwealth Drive, and Greenbrier Drive) and intersectional improvements associated therewith. 3. Cash Proffer for Route 29 Regional Transportation: The Owner will make a cash contribution to the County for the MPO/29H250 Phase 2 Route 29 regional transportation study in the amount of One Hundred Thousand Dollars ($100,000.00). The cash contribution Original Proffer: Amendment: X shall be made by the Owner within thirty (30) days upon request by the County. This proffer• lots been satisfied. 4, Cash Proffer for City of Charlottesville Traffic Calming Improvements: "I'he Owner shall contribute Ten Thousand Dollars ($10,000.00) to the City of Charlottesville far the construction by the City of traffic calming improvements on Swanson Road, Cedar I- ill Road and other City sheers intersecting Hydraulic Road in the vicinity of Stonefield. The cash contribution shall be made by the Owner within thirty (30) days upon request by the City. If the traffic calming improvements are not implemented by October 15, 2007, all unexpended funds shall he refunded to the Owner. The City constructed the traffic canning improvements, and requested the prior owner of the Property to pay the co tribution on November 9, 2005, but there are no immediately available records that such contribution was ever received by the City. Upon evidence of prior payment of such furhds that is satisfactory to the County, the requirements of this Paragraph 4 shall be deemed satisfied. hi the event the Owner has not produced such evidence to the County by Mach 31, 2010, the Owner shall contribute the funds to the City within thirty (30) days of a written request from the City, provided that such request is made no sooner than April 1, 2011. At the time such funds m'e delivered to the City, the Owner shall provide notice of such payment to the Comity. 5. Cash Proffer f'or Charlottesville Area Transit ("CAT") Commercial Corridor "Jitney Swvice": U on the re uest of the Count the O er shall contribute e p q y, con lw my "1'housend Dollars ($20,000.00) per annum or an amount equal to twenty percent (20%) of the annual operating and maintenance costs, whichever is less, for a period not m exceed five years for operating and/or maintaining a dedicated "jitney bus" service to retail cormnercial developments, including Stonefield, along the Route 29 Corridor. If the CAT "jitney service" is not placed hno operation by the date of issuance of the first occupancy permit for a commercial building in Stonefield, Oren the Owner shall contribute Seven Thousand Dollars ($7,000.00) per arum, far a period not to exceed five years, to CAT for costs associated with operating existing CAT bus routes) that provide service to Stonefield. 6. Cash Proffer for Capital Improvements: The Owner shall contribute One Million Five Hundred Thousand Dollars ($1,500,000.00) (hereinafter referred to as the "Total Contribution') m the County for the purpose of funding capital improvements related to Stonefield. The contribution shall be paid as follows: (a) Tluee Hundred and Seventy Five Thousand Dollars ($375,000.00) shall be contributed to the Comity within thirty (30) days after the fist final site plan or subdivision plat containing residential dwelling units is approved for• Stonefeld; (b) an additional 'three Hundred and Seventy Five Thousand Dollars ($375,000,00) of the total contribution shall be contributed to the Comity prior to the issuance of a certificate of occupancy for the first residential dwelling unit in Stonefield, and (a) the remaining Seven Hundred Fifty Thousand Dollars ($750,000.00) of the Total Contribution shall be paid on a tiro rata basis of Three Thousand Dollars ($3,000.00) per ic,idenGs dwelling uoi' aC the nn v certificates o' Occupancy are issued for the first two hm.dred I''lly(250) d�rollhig unit. Noaddiional.onnibulion Shall be mcufred forthe next two hurLhcd CRy (250) dwdliug units, Oii na!Prnficr. tLocitLncno X If, five (5) yens t oar the detc of approval o- Lie fist final site p:an or subdit hsion plat for resident o' dwellin f its, the 'total C ottt6huron Ias not been fiilly prod, the oz'ance of the fetalColic: bndon salt bo wrON,l(d m Gc Cn m Ly udlhbr ih, }(30) day, upon request by tine C "tunlr. ff ti¢ d has not h1-n cx'taustc'L by thu Cc,m y fro lac s6uui pmpoac within five (5) yi „II from the dam _,c last couihibu.on is u:adc, a;l wrcxpcudcd Cards shall be refimded ''m the O�wr. dditi,1 to the Ioregoin aftrr'ccildin encei ve been issued far the fast five hunde Ina I d g gP 50 ( dwell a um s ohm S[cnclrcid the Own�� till n to ltc Ccnnt 'three 1'honsand ollus S Of f.Ud trios � rite Issuance of a I ulcin :.w n 1Dt u«,1 n w r�sidcntial D S ( )I 1 dw elhn wvt lhcicdlti g 7. Construction of Fimrtage improvements on Monte 29 and Hydraulic Road: At its expense, the Owner shall plan, design, bond and corstruct travel Zane irrriovetnents fo be deck n c far pu611 it oo its Hydraulic Road a u Route 29 f ontagc. i fro desigr. shall be submit(cul meth the lust site plan for' [he uuhal p] roc Of Sim.clield. Tke subject lic,n.age impraverimts are depacd by hxhibit F, "Shah 'I man Route 29 Transportation Improvemetis." fhc County may require these improvcmclits m be completed as a prerequisite to the Issuance of airy certificates of occupancy. the construction of the subject iinpmvcmonts shall be deemed complete when they are coorti acted in coufomanoe with the plans approved by VDOT and opened to public use as approved by VDOT. 8. Construction of Off -Site Improvements: Upeu request by the County or as provided herein, the Owner shall plan, design, bond and construct off -site transportation improvements in the County nod the 0p, as dcpictui on Icchihit F, "ShorLTmrr Routc 29 TranspOl cl ion Improvements". If the improvements arc recuiruc Le he cunstmeted, rho Cannily may requim these ia1 rovenxnis to be con: lctcd ns a taro manta to the issuance of an cmi&ocs of P P 1 4 Y occupancy. Cousuuctiorr Shull be deemed complete when the improvements arc constructed in conformance with the plans approved by VDOT and opened to public use as approved by VDOT. A. Off -site Improvements in the County it the Northwest Quadrant of the Hydraulic (toad/Route 29 Intersection. The onginccriag, plats and construction documents for off'sile improvements in the County shall be submitted with the first final site plan for Phusc I of Stonefield. B. Off -site Improvements in (he City, at the Northeast Quadrant of the Hydraulic Road/Route 29 Intersection (numbered items 4 and 11 on Exhibit F). The Ownc shall submit the engineering, plats ohd construction documents (fire 'Plans") for the unprovemeils in the City of Chariottcevillc to The City of Char:ottesville by January I1, 2012. 'tile Owner shell. diligenh pursre apiam Ed of the Plans in the City. If the City does not appree the Plans by Jcly I I, 2012, rim Ovine shall not he rcqulred by this proffer to construct any Inc ifovenren:s for which approvals have no! besn obtained. The Owrer shall not be nxlidred by this proffer to acquire or otherwise pay fro right of way in Ibc City for these imp, ivcncnts. BY I DATE I NO. Original Proffer•: Amendment: X If the improvements are required to be constructed, the Owner shall complete construction of the improvements fro which right of way is available within twelve (12) months after the issuance of the first certificate of occupancy within Stonefield. Construction sledf be deemed complete when the improvements are constructed in conformance with the plans approved by VDOT and opened to public use as approved by VDOT. This Paragraph 8(B) is subject to the terms of Paagraph 14, "Substituted Transportation Improvements:' 9. Reservation and Dedication of land 1'or Regional Route 29 and Hydraulic Road Intersection Improvements: The Owner shall reserve for the future dedication to the Commonwealth of Virginia certain land on the Property in the Corty for certain short-term transportation improvements for the Route 29 and Hydraulic Road Intersection (the "Short - Term Route 29/Hydraidic Road Improvements'") as follows: (a) the land shown as "Parcel A 6,511 S.F." on the plat of Kirk Hughes and Associates dated March 3, 2009, last revised Math 25, 2010, which plat is attached hereto as Exhibit H; and (b) any portions of the parcels shown us'Parcel One Future Right of Way 1,117 S.F," "Parcel Two Future Right of Way 9,079 S.F.,"'Parcel, Four Future Right of Way 1,660 S.F.," mid'Pmeel Five Future Ri ht of, Wa 790 S.F. " on the Official Ma ado the Co on December 2 2009 a g Y P Pted ]r3' umY copy of which Official Map is attached hereto as Exhibit I, that are required by VDOT for the Short -Term Route 29/Hydraulic Road Improvements (collectively, the "Short -Term Improvements Dedication Ama"), provided, however, that the subdivision plats depicting the Short -Term Improvements Dedication Area are subject to final approval by the County Department of Community Development and that the precise boundaries and size of the Short -Term Improvements Dedication Area may be adjusted accordingly. The Owner shall dedicate the Short -Term Improvements Dedication Area to the Commonwealth of Virginia in fee simple by October 1, 2010, or within thirty (30) days after the County approves the subdivision plat necessary to dedicate the Shutt -Term Improvements Dedication Area, whichever is first m occur. hn addition to the dedication of the Short -Term Improvements Dedication Area, the Owner shall dedicate and convey all necessary drainage and construction easements for the Short -Term Route 29/Hydmulic Road Improvements. If the Short -Term Improvements Dedication Area is not dedicated and conveyed as part of a subdivision plat, the Owner shall pay all costs of surveying and preparing legal documents in a form acceptable to the Office of the Attorney General necessary to dedicate and convey the Short -Term Improvements Dedication Area land. After dedication and until the subject re ional trans ortation im rovements me funded for J 8 P P construction, die Owner shall, at the request of the County, and with the consent of the Commonwealth of Virginia, maintain the Short -Term Improvements Dedication Area land until requested by the County to no longer do so provided the Owner is grranted the right to the exclusive use of the land for landscaped open space, a pocket park, temporary parking, fencing, signage, utilities ox other purpose as may be approved With the final site plan for the first phase of Stonefield. Upon being requested by the County to no longer maintain the Original Proffer: Amendment: X land, the Owner shall cease all use of the land and remove all improvements established by the Owner that the County requests be removed. In the event that the adopted design fro• future public intersection improvements does not require the utilization of all of the Shutt -Term Improvements Dedication Area land, upon the Owner's request, the residual portion of the dedicated land shall be transferred m the Owner at no expense to the Owner. The deed(s) of dedication for the Short -Term Improvements Dedication Area may provide for such conditions. 10. Reservation and Dedication of Additional Land for Route 29 and Hydraulic Road ec ion Ira rovements: The Owner shall reserve f'or future dedication to the Couu Inters t p ty, subject to the conditions herein below, certain additional land on the Property for the right of way for future Hydraulic Road mud Route 29 related regional transportation improvements (the "Long -Term Route 29/Hydraulic Road Improvements') as follows: (a) the area shown as "Parcel Al 1,432 S.F." on Exhibit H; and (b) any portions of the parcels shown on Exhibit I that were not previously dedicated to the Commonwealth of Virginia for the Short -Term Route 29/Hydtaulic Road Improvements pursuant to the Paragraph 9 herein (collectively, the "Long -Tenn Improvements Dedication Area") provided, however, Ban the subdivision plats depicting the Long -Term Improvements Dedication Area ae subject to final approval by the Comity Departmern of Community Development and that the precise boundaries and size of - er Ira rovements Dedication Area ma be adjusted accordi I . the Long T m p y J ng y The Owner shall dedicate the Long -Term Improvements Dedication Area to the Comity within ninety (90) days after the County's request for such dedication, and such dedication shall include the dedication and conveyance of all necessary drainage and construction easements for the Long -Term Route 29/Hydrautic Road Improvements. If the Long -Tenn Improvements Dedication Area is not dedicated and conveyed as part of a subdivision plat, the Owner shall pay all costs of surveying and prepaing legal documents in a fare acceptable to the County Attorney's Office necessary to dedicate and convey the Long -Terra Improvements Dedication Area. Until the Long -Term improvements Dedication Area land is dedicated, the Owner shall maintain the land and shall retain the right to the exclusive use of the land for landscaped open space, a pocket park, temporary parking, fencing; utilities or other purposes as may be approved with the first final site plan for Phase 1 of Stonefeld. The conditions on the subject reservation and dedication shall be as follows: (a) in the event that the adopted design for future public intersection improvements does not require the utilization of all of the Long -Term Improvements Dedication Area land, upon request of the Owner the resident portion shall be released by the County from the reservation or, if the land has been dedicated, upon request of the Owner title shall be transferred back to, and f d: the use of, the Owner at no expense to Owner'. The deed(s) of dedication for the Long -Term Improvements Dedication Area may provide for such conditions. Original Proffer: Amendment: X (b) The design mid construction of the Long -Term Route 29/Hydraulic Road Improvements shall substartiall maintain the access fmmtio n and continui of sovice of the 1 Y Ty P arced intersection of Swanson Road (Extended) and existing Hydraulic Road into Stonefield at the location of the existing Swanson Road and Hydraulic Road intersection; otherwise this proffer becomes null and void. 11. Signaltzation of Hydraulic Road and Route 29 Intersections: The Owner shall be res onsible for traffic si ralization im re e v tents as follows: P g P A. The Owner at its ex ense shall en ineer bo d n and construct traffic sr aliz tic P g a n gn im xovements at the intersection of Di ict str Avenue and H draulic Road. Tine traffic P Y sigualization improvements at this intersection shall be constructed when the Comity or VDOT request installation of such, but in any event prior to the issuance of a cetficate of occupancy for any building in Blocks A, B, C or D, provided that such signal is warranted by the traffic volumes or is otherwise approved by VDOT. B. Owner at its expense shall engineer, bond and construct traffic signalization improvements at the intersection of District Avenue and U.S. Route 29, The traffic signalization improvements at this intersection shall be constructed when the Comity or VDOT request installation of such, but in any event prior m the issuance of a certificate of occupancy for any building in Blocks E, F or G, provided that such signal is warranted by the traffic volumes or is otherwise approved by VDOT, provided that such signal is wansnted by the traffic volumes or is otherwise approved by VDOT. 12. Commonwealth Drive Connection: Upon demand of the Comity, but no culler than the issuance of a building permit for any building within Block F, the Owner shall reserve right - of wa alp the northe ed rn e of the mkt lot in Block F of tine Pr y rig g p rig opery Fox a fuM�e sheet corinecfion to Commonwealth Drive Ovough the "Comdial Property" (TM 61 W-3-18). The future co=action will be a two lane facility. Upon the request of the Comity, the Omer shall engineer, bond and construct both the on - site and the off -site portions of the connection to Commonwealth Drive on the "Comdial Property" provided that easements and acquisition of right-of-way as may be necessary for such construction for the connection through off -site properties for this improvement have been ganted at no cost to the Owner, and the request for such connection tiuough the off -site property is made by the Comity prior to October 15, 2020. Upon the request of the County, the connection shall be completed by the Owner within twelve (12) months from the date of satisfaction of the conditions as set forth above. 13. Other "Super Block" Street Connections: The Owner shall reserve laird and grant construction and permanent access easements or right of way at no expense to the County for• the purposes of future construction (by others) of Liter -parcel street connections within the "Super Block" at the following locations; Houston Street (formerly known as First Street) (to west to Commonwealth Drive), Blackbird Lane (formerly known as Third Street) (to west to Commonwealth Drive), District Avenue (formerly known as Cedar Hill Road Extended) (in Block F north to "Comdial Properly'"), District Avenue (formerly known as Fourth Street) BY Original Proffer: Amendment X (between Blocks F mid G north to "Comdial Property"), Swanson Road Extended (to north m "Sperry Property") mrd at two additional locations into Sperry Property. The locations for easement or right of way reservation and dedication are as generally depicted on Exhibit A and labeled thereon as "Future Extension." however, the locations and numbers of such inter-parecl street connections may be modified by tine Owner upon a variation grinned by the County Planning Director. These easement or right of way locations shall be identified, platted and dedicated at the request of the County in conjunction with subsequent site plan applications for Stonefield. 14. Substituted Transportation Improvements. A. In lieu of constructing the improvements referenced in Paragraph 8(B) herein, which Paragraph 8(B) refers m certain off -site improvements in the City of Charlottesville at the northwest quadrmn of the Hydraulic Road/Route 29 intersection, and also other improvements along the City side of Route 29 between Hydraulic Road and Greenbrier Drive, which hnprovements are collectively hereinafter referred to as the "Paragraph 8(B) Improvements", the Owner may elect, in its sole discretion, and on the terms and conditions contained in this Paragraph 14, to contribute cash m the City for certain transportation im rovements in the Ci known as the "Rte. 29/250 B ass Interchan e I P< Ty yp g mpnrovement Project" identified as VDOT and Cit ro'ect number 0029-104-248 Ore "Substituted J YP J Improvements Project'). B. In the event the Owner elects m contribute cash toward the Substituted Improvements Project (the "Owner's Contribution'") in lien of constructing the Paragraph 8(B) Improvements, the following terms shall apply: 1. The Owner shall notify the County's Duector of Community Development (the "Director'D hr writing of its election within sixty (60) days after the approval of the first final site plan for Phase 1 of Stonefield (the "Notice"). The Owner shall also send a copy of the Notice to the City Development Services Manager at the some time it is sent to the Director. 2. The submission of the Notice to the D rector shall suspend the deadline for the Owner to submit the Plans (as `Plans" is defined in Paragraph 8(B)) to the City, if applicable. 3. The amount of the Owner's Contribution to the Substituted Improvements Project shall be subject to a written agreement between the Owner and the City (the "City A reement' . Within ten 1 D da s after full execution of the Cit A ment the Owner shall rovide a co of the Cit A reement to the Director. P PY Y g 4. Within six (6) months after the Notice is sent to the Director, or within sixty (60) days after execution of the City Agreement, whichever is later to occur•, the Owner shall contribute a portion of the Owner's Contribution to the City in the amount of One Million Dollars ($1,000,000), less any amounts credited by the City and VDOT to the Owner for planning and design work on the Paragraph S(B) Improvements (the "Net Contribution"). 'ilia Net Contribution may be in the form of cash or a letter of credit issued by a bank approved by the Original Proffer. Amendment: X City, or a combination thereof, The City Agreement shall set forth file terns of mid schedule for draw down of the Net Contribution. 5. In the event that the Substituted hnprovemsaus Project is terminated, or has not otherwise been completed (as described herein) within thirty-six (36) months after the City receives the Net Contribution (which thirty-six (36) mouth period may be extended by mutual agreement of the Charlottesville City Manager mid the Albemmie County Executive), and upon the City's refunding of the Net Contribution to the Owner pursuant to the City Agreement, the Owner shall forward funds equal to Five Hundred Thousand Dollars ($500,000) to the County for funding tronsportation improvements in the vicinity of the U.S. Route 29/Hydraulic Road intersection identified in the County's Capital Improvements Program. In the event such funds have not been expended by the County for the stated purpose within ten (10) years from the date the funds were contributed to the County, all unexpended funds shall be refimded to the Owner. Construction of the Substituted Improvements Project shall be deemed complete when the improvements are accepted by the appropriate public entity or are bonded for the entity's acceptance. 6. Notwithstanding the provisions of Paragraph 14(B)(5) herein, upon the City's receipt of the Net Contribution, the Owner shall be relieved of any obligation to construct the Paragraph 8(B) Improvements. (Signature Pages hmmediaely Follow) Amendment: WITNESS the following signatures: ALBEMARLE PLACE EAAP, LLC, a Delaware limited liability company B Jodi W. McLean, President ALBEMARLE REALTY (E&A), LLC, a South Carolina limited liability company By: Films Realty, Inc., a South Carolina corporat Sole member �' So 'e W. McLean, President Original Proffer: Amendment: X THE HAVEN AT STONEFIELD LL C a South Carotin imited liabilit co m Y P Y a] F Td,Aw ;Lr Aw+1 9)' cuc(elrµn By: ^�'X f Printed Name:-/ 1--A- 44,k ., Tile: )> n,./..et THOFD t� �' I y JOHN DAVID BEIRNE JR . Lic. No. 042267 ti MI COUNTY OF ALBEMARLE MEMORANDUM TO: Gerald Gumbo FROM: Wayne Cilimberg, Director of Planning DATE: May 16, 201 1 RE Albemarle Place (Stonefield Prelimina Site Plan March 21 0 ry , 2II Determinations Under Section 8.5.5 3 Section 85S.3 of the Zoning Ordinance allows the Director of Planning to allow a s'ne plan to vary from an approved general development plan or code of development in the Neighborhood Model District If, among other provisions, the director determines that the variation is in general accord with the purpose and intent of the approved application plan and code. The following is an analysis of certain features revious p ly ldentif ed or currently being requested to vary from the approved application plan and code as they relate to the current site plan (dated March 21, 2011). Features consistent with the plan and code or variations allowable under Section 85.5.3 are so noted. Theater Locatio n and Ralationshi to H draulic p y Road (Previously addressed in 5125/D6 variation) The proposed relocation of the theater from the southwest corner of the site to a location along Hydraulic Road east of Cedar Hill Road varies from the application plan that prescribes townhouses along this portion of Hydraulic Road. The intent of the townhouses was to "activate"this edge of the project and provide a visible transition from Hydraulic Road, an Entrance Corridor, to the back of the de rtment store pa proposed in the application plan. Staff haz previously indicated that the applicant needs to demonstrate that the proposed changes will be a suitable design substitute for the townhouse units shown on the application plan, most particularly to the satisfaction of the ARB. This Is an allowable vari ti a on rovided that all ARB conditions P are cot I' led with. P Second Floor Uses (Previously addressed in 5/25/06 Variation) The application plan illustrated uses on both the first floor and upper levels throughout the project While vertical mixed use would be a positive and desirable feature of this development, it was not a requirement of the application plan and aide. Thus, the site pion Is considered consistent Block A (Previously noted in 9128109 Advisory Comments) Parking lots adjacent to Rt 29 and Hydraulic Rd. in the initial plan are to be relegated (that is that it is not any closer to the street than the front line of the buildings along the street) and/or screened to the satisfaction of the ARB. Block B (Previously noted in 9128109 Advisory Comments) Parking lots adjacent to Rt 29 in the Initial plan are to be relegated (that is that his not an closer Y to the street than the front line of the buildings along the sheet) andlor screened m the satisfaction of the ARB. Block C (Previously noted in 9128/09 Advisory Comments) Please refer to theater location and relationship to Hydraulic Rd. above. Also, note that the Code of Develo ment sa s minima m 2 stories u to 5 ex p y (p ) kept for restaurants, outdoor cafes and reail kiosla in Block C� Block E Note 3/12ID7 variation, if still applicable (attached). 4129/11 Variation Requests: #s I, 2 and 3 - Changes to the location, design, layout, size and orientation of each plaza, civic, open and green space are granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented and are permissible as depicted. #s 4, 5 and 6 - Modifications to allow for the width of sidewalks, planting strips and planters can be granted consistent with the findings under Section 85.5.3 (c) az you have presented subject to: a minimum sidewalk width of 5' between planting scrips/boxes and the interior edge of sidewalks; no parking overhang onto sidewalks in parking Iota next to sidewalks; and all planting strips/boxes located between edge of meet and sidewalk and a minimum of 5'. #7- Change m the design of Stonefield Blvd. froma four (4) lane section to a (2) lane section as noted can be granted consistent with the findings under Section 85.5.3 (c.) as you have presented subject to County Engineer/VDOT approval based on applicable traffic studies. #8 - Change to the layout and orientation of parking spaces along4nglewood Drive such that the spaces are oriented perpendicular to Inglewood cannot be granted as Inglewood will function as a parallel meet to the narrowed Stonefield Blvd. (see #7 above) and such parking is not in general accord with the purpose and intent of the approved rezoning for the Albemarle Place street system. Parallel parking is desired, but it is possible for angled paricing to be comidered under County regulations (provided this meet Is approved as a private meet), dependent onthe impact of the angled parking to the functionality of the meet based on applicable traffic studies. #9 - Modification of Main St design to allow curbless sections can be granted consistent with the Dndings under Section 8.5.5.3 (c) as you have presented subject m County Engineer approval, #ID - Allowance of Stonefield Blvd. as the only road dedicated to public use within the project is an option permitted on pages 28 and 29 of the Code of Development under "Street Classifications" and is subject to review under applicable ordinance provisions. #11 -Allowance of right -in turn from southbound Rt. 29 into Block B ran be granted consistent with the findings under Section B.5.5.3 (c.) as you have presented subject to County Enginew/VDOT approval based on applicable traffic studies. #12 - Modification of the Block D and Block E boundaries is granted consistent with the findings under Section 85.5.3 (c.) as you have presented and is permissible as depicted. #13 - Allowance of six (6) story hotel as long as it is no taller than ninety (90) feet is granted consistent with the findin s undo S r action 8.5.5.3 c. az ou have re scored and is ermissihle 8 () as Y P P de icted. P #14- Modifiiation to allow for 5' minimum sidew illa along exterior of rear of some buildings can be granted consistent with the findings under Section 8.55.3 (c.) as you have presented subject to no parking overhang onto sidewalks in parking lots next m sidewalks. #15 - Changes to the width of the buffer area at the western edge of the project property to a minimum of I O' can be granted consistent with the findings under Section B.5.5.3 (e) as you have presented subject m compliance with the second paragraph on page I B of the Code of Development under "Exterior Landscaping and Visual Impact Mitigation" and any site plan requirements that might be applicable, including screening of objectionable features. 5113111 Variation Request: Replacement of North and South New Main Streets between Buildings DI and D2 with a single road is granted condstent With the findings under Section 8.55.3 (c.) as presented and is permissible as depicted. Please none that development under this request is still subject to all other applicable zonla& she plan and building permit provisions and these varlatlons do not supersede those requirements. O4h rMGINV• COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Clurlmleavillq Virginia 22902-4596 Phone 434 296-5832 Fax 434 972-4126 November 25, 2013 Steven F. Teets, L.S. 7200 Wisconsin Ave #400 Bethesda, Md 20814 RE: ZMA201300009/Albemarle Placel5tonefield Proffer Amendment TAX MAP 61 WISECTION 3/PARCELS IDA, 19B, 23, 24 and 25 Dear Mr. Teets: On November 13, 2013, the Board of Supervisors approved the above noted NMD rezoning application subject to the application plan dated October 21, 2013, code of development dated October 21, 2013 and attached proffers dated November 13, 2013. Please refer to these documents for any future applications and requests on this property. Please be advised that although the Albemarle County Board of Supervisors took action on the wf II be in until all a licable inject noted above no uses on the ro art as a roved ma la u P 1 P it Y PP Y Y 9 PP approvals have been received and conditions have been met. This includes: . compliance with applicable PROFFERS; . compliance with requirements of the CODE OF DEVELOPMENT; . approval of and compliance with a SITE PLAN; and . approval cf a ZONING COMPLIANCE CLEARANCE. Before proceeding with further use of this property or should you have questions regarding the above - noted action, please contact Rebecca Ragsdale at 296-5832. Sine rely, - - V. Wa ne Cili e Y r9 Oiredor ofof P� 9 CC: Albemarle Place EAA LC P O Box 528 Columbia Sc 29202 File Albemarle Place/Stoneffeld PROFFER FORM AMENDMENT TO PROFFERS Date: November 13,2013 ZMA # 2013-00009 Albemarle Place/Stonefield Tax Map and Parcel Numbers: 061 WO-03-00-019AO (as it has been subdivided), 061WO-03- 00-019BO (as it has been subdivided), 061WO-03-00-02300, 061WO-03-00-02400, and 61WO- 03-00-02500 65.034 Acres zoned Neighborhood Model District (NMD) to be rezoned to Neighborhood Model District (NMD) This instrument amends those certain Proffers dated March, 13, 2012, for ZMA # 2011-00007 Albemarle Piace/Stonefield ("ZMA 2011 Proffers"). Except as expressly amended herein, the ZMA 2011 Proffers shall remain =changed and to the extent that any terms, conditions and obligations contained in the ZMA 2011 Proffers have act been fully met, such terms, conditions and obligations shall remain in full force and effect. Albemarle Realty (E&A), LLC, a South Carolina limited liability company, is the owner of a parcel of land that were subdivided from tax map parcel 061 WO-03-00-019BO, which parcel is shown as "Lot D2", containing 5.487 acres, each on a plat entitled "Plat Showing Subdivision of Stonefield, Jack Jouett Magisterial District, Albemarle County, Virginia" dated July 15, 2011, W ciates which lat is of record in the last revised November 10, 2011, prepared by .W. Assn p Clerk's Office of the Circuit Cc= of Albemarle County, Virginia in Deed Book 4135, page 215 (the "Lot D Parcel Subdivision Plat"). The Haven at Stonefield, LLC, a South Carolina limited liability company, is the owner of a parcel of land that was subdivided from tax map parcel 061 WO-03-00-019BO, which parcel is shown as "Lot E2" containing 7.638 acres, on the Lot D Parcel Subdivision Plat. MacFarlane Stonefield, LLC a Virginia limited liability company, is now the owner of a parcel that also was subdivided from tax map parcel 061WO-03-00-019BO, which parcel is shown as "Lot D3", containing 1.010 acres, on the Lot D Parcel Subdivision Plat. Albemarle Place EAAP, LLC, a Delaware limited liability company, is the fee simple owner of tax map parcels 061WO-03-00-02300, 061WO-03-00.02400, 061WO-03-00-02500, and the residual portions of tax map parcels 061 WO-03-00-019BO and 061 WO-03-00-019AO that were not conveyed to either Albemarle Realty (E&A), LLC, MacFarlane Stonefield, LLC, or The Haven at Stonefield, LLC. For the purposes of these proffers, Albemarle Place EAAP, LLC, MacFarlane Smnefoid, LLC, The Haven at Stonefield, LLC, and Albemarle Realty (E&A), LLC are collectively referred to herein as (the "Owner'. The term "Owner" as referenced herein shall include within its meaning the owner of record and successors in interest. Tax map parcels 061 WO-03-00-019AO, 061 WO-03-00-02300, 06l WO-03-00-02400, 061 WO-03- 00-02500. and 061 W0=03;OO-019B0-(including the lots created -there from pursuant to the Lot D Original Proffer: Amendment: X WITNESS he followin si tures: t g gna ALBEMARLE PLACE EAAP, LLC, a Delaware limited liability company B� , 7 od . IcL n President ALBEMARLE REALTY (E&A), LLC, a South Carolina limited liability company By: Edens Realty, Inc., a South Carolina corporation, its Sole member B' Jo re . Mc an, esldent Original Proffer: Amendment: X THE HAVEN AT STONEFIELD, LLC a South Carolina limited liability company By: Printed Name: 'title: MACFARLANE STONEFIELD, LLC a Virginia limited liability company +� -o Primal Name:1 0-0 k> � 4"GiTW lhr � Title: F% I't+pX✓ ENGINEERS SURVEYORS PLANNERS PO Box 4119 968 Olympia Drive, Suite 1 Lynchburg, VA 24502 Chado*,s,,d1,VAZ2911 Phone' 434.3W6080 Phone: 434M41700 www.awasaxames net )ESIGNED BY: JDB )RAWN BY: DSB )IHR BY: HFW WWA NUMBER: 221020.04 RESOLUTION TO APPROVE SE202100025 STONEFIELD TOWNCENTER BLOCK C2-1 RESIDENTIAL UNITS WHEREAS, upon consideration of the Memorandum prepared in conjunction with the special exception (request and the attachments therein, including staff's supporting analysis, and all of the factors relevant to the special exception in Albemarle County Code §§ 18-5.5.3 and 18-33.9, the Albemm to County Board of Supervisors hereby finds that the special exception: (1) would be consistent with the goals and objectives of the comprehensive plan; (2) would not increase Ore approved development density or intensity of development; (3) would not adversely affect the timing and phasing of development of any other development in the zoning district; (4) would not require a special use permit; and - (5) world be in general accord with the purpose and intent of the approved application. . NOW, THEREFORE, BE IT RESOLVED that the Albemarle County Board of Supervisors hereby approves SE202100025 Stonefield Towncenter Block C2-1 Residenial Units varying the Code of Development approved in conjunction with ZMA201000007 to transfer 73 allotted residential units of the Stonefield development from Block E to Blocks A through D, subject tolhocenditigaafached.. hereto. r_ a' *** 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of s_x to zero, as recorded below, at a regular meeting held on September 15, 2021. /%/ f Cle.. u erv.s rs - 'I - .(C9J±Ill), P Ave Nav Mi. Gallaway Y -m,�a P Ms. LaPisto-Kirtley Y ,�" . Ms. Mallek Y - Ms. McKeel Y - _ Ms. Palmer Y �' , - - Ms.Price Y-t,°- - - SE202100025 Stonefield Towncenter Block C2-1 Reed enial Units S cial Exce lion Condition Pe P li nt's Narrative on Stonefield Block C2-1 1. All developmmn must be in accord with the App cis Special Excetxion - Residential Units submitted by W W Associates, Inc. dated June 16, 2021. SE202100026 STONEFIELD TOWNCENTER ` BLOCK C4 1 MAXIMpM S,T,QItIES - WHEREAS, upoif consideration ofthe Memoranil'run prepared in conjunction with thespecial xception request and the attachments thereto, including staff s supporting analysis, and all of the factors elevmu to the special exception in Albemarle County Code §§ 18-5.5.3 and 18-33.9, the Albemarle County !card of Supervisors hereby finds that the special exception: (1) would be consistent with the goals and objectives of the comprehensive plan; (2) would not increase the approved development density or intensity of development; 3 would not adverse) affect the timin and hasin of develo ment of an other develo ment in the () Y g P g P Y P zoning district, (4) would not require a special use permit; and (5) would be in general accord with the purpose and intent of the approved application. NOW, THEREFORE, BE IT RESOLVED that the Albemarle County Board of Supervisors ereb hereb a roves SE202100026 Stonefield Towncenter Block C2-1 Maximum Stories van in the Y Y PP Y 8 :ode of Development approved in conjunction with ZMA201000007 to increase the maximum number of [oriel permitted in Block C of the Stonefield development from 5 stories to 7, subject to the condition ffached hereto. ` *** Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolutiomr my adopted by Ore Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as bursted below, at a regular meeting held on September I5 2021. j z� Clerk, Board ofCoun Super i ors �u Ave Nay . "' a dr. Gallaway Y ` , As. LaPisto-Kindy Y y - ds..Mallek Y _ As. McKeel Y_ - As. Palmer Y _ - - As. Price Y a SE202100026 Stonefield Towncenter Block C2-1 Maximum Stories Special Exception Condition 1. All development must ba in accod with the Applicant's Nmmtive on Stonefield Bleak C2-1 Special Exception - Building Height submitted by W W Associates, dated June 16, 2021. PROJECT: STONEFIELD TOWNCENTER BLOCK C2-1 INITIAL SITE PLAN ALBEMARLE COUNTY* VIRGINIA TITLE: PROFFERS, VARIATIONS, & SPECIAL EXCEPTIONS FILE NAME: DISCIPLINE. SCALE: 102004C-ND-3.dwg CML H: N/, V: N/, SET REV. NO. DRAWING NUMBER: C-4 DATE: 11/1912021 ABBREVIATIONS AFF ABOVE FINISHED FLOOR CY CUBIC YARDS HB HORIZONTAL BEND NBL NORTH BOUND LANE REQ'D REQUIRED TW TOP OF WALL AHD AHEAD DI DROP INLET HC HANDICAP NC NORMALLY CLOSED RT RIGHT TYP TYPICAL ARV AIR RELEASE VALVE DIA DIAMETER HDPE HIGH DENSITY POLYETHELENE NF NAIL FOUND R/W RIGHT OF WAY UG UNDERGROUND BC BACK OF CURB DIP DUCTILE IRON PIPE HK HOOK NO NORMALLY OPEN SAN SANITARY SEWER UGT UNDERGROUND TELEPHONE BF BLIND FLANGE EF EACH FACE HWL HIGH WATER LEVEL NS NAIL SET SBL SOUTH BOUND LANE UGU UNDERGROUND UTILITY BFF BASEMENT FINISHED FLOOR EL ELEVATION ID INNER DIAMETER NIC NOT IN CONTRACT SD STORM DRAIN UON UNLESS OTHERWISE NOTED BM BENCH MARK ELEC ELECTRIC INV INVERT NTS NOT TO SCALE SDMH STORM DRAIN MANHOLE VB VERTICAL BEND BK BACK EOP EDGE OF PAVEMENT IPF IRON PIPE FOUND OC ON CENTER SL SLUDGE VHD VEHICLES PER DAY BOV BLOW OFF VALVE EOTL EDGE OF TRAVEL LANE IRF IRON PIN FOUND PE POLYETHYLENE SQ SQUARE W WATER BW BOTTOM OF WALL EQPT EQUIPMENT IRS IRON PIN SET PF PLANT FLOW S.S. STAINLESS STEEL WAS WASTE ACTIVATED SLUDGE CAN CABLE TELEVISION EW EACH WAY JB JUNCTION BOX PGL PROFILE GRADE LINE SSMH SANITARY SEWER MANHOLE WL WATER LINE CG CURB & GUTTER EX OR EXIST EXISTING LAT LATERAL PP POWER POLE STA STATION WM WATER METER CIP CAST IRON PIPE FF FINISHED FLOOR LF LINEAR FEET PROP PROPOSED STD STANDARD WSE WATER SURFACE ELEVATION CENTER LINE FH FIRE HYDRANT LP LAMP POST PRV PRESSURE RELIEF VALVE STL STEEL WT WATERTIGHT CMP CORRUGATED METAL PIPE FM FORCE MAIN LT LEFT PS PLANTED STONE FOUND SW SIDEWALK WWF WOVEN WIRE FABRIC CO CLEAN OUT FL FLOURIDE LWL LOW WATER LEVEL PVC POLYVINYL CHLORIDE TBA TO BE ABANDONED WWTP WASTE WATER TREATMENT PLANT CONC CONCRETE FOC FACE OF CURB MF MONUMENT FOUND PVMT PAVEMENT TBR TO BE REMOVED XING CROSSING COR BOUNDARY LINE CORNER GALV GALVANIZED MH MANHOLE RAS RETURN ACTIVATED SLUDGE TC TOP OF CURB YDS YARDS CPP CORRUGATED PLASTIC PIPE GV GATE VALVE MJ MECHANICAL JOINT RCP REINFORCED CONCRETE PIPE TSV TAPPING SLEEVE AND VALVE YH YARD HYDRANT NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT BE USED. EX SYMBOL LEGEND NEW PO` AIR RELEASE VALVE BENCHMARK/FFE 00` BLOW OFF VALVE gyp` D BOLLARD O BORE HOLE ❑❑ BUILDING COLUMN ❑o BUSH © CABLE BOX CEMETERY CONIFEROUS TREE DECIDUOUS TREE DRAINAGE INLET GRATE Q DRILL HOLE Q Ot ELECTRIC METER BOX �f ELECTRIC PANEL BOX fQ ❑E ELECTRIC PEDESTAL ❑E SE ELECTRIC MAN HOLE Q 16, FIRE DEPARTMENT CONNECTION FIRE HYDRANT 6 FLAG POLE 6 © GAS MAN HOLE GM GAS METER ®M A GAS VALVE m © GENERATOR /- GROUND LIGHT GUY POLE HANDICAPPED PARKING ❑H HEAT PUMP ❑N Q IRON PIN 0 0 LIGHT POLE 0 liF MAILBOX 10 MONITORING WELL 0 MONUMENT FOUND MONUMENT SET 0 EX SYMBOL LEGEND NEW ® PANEL POINT 8 POWER METER POWER POLE 0 o ROAD SIGN o (D SANITARY CLEAN OUT O SANITARY SEWER MAN HOLE OS IN SANITARY SEWER VALVE m SIGN U SPRINKLER HEAD OD STORM DRAIN MAN HOLE O 0 TRAFFIC LIGHT POLE TT TELEPHONE MAN HOLE Q ❑T TELEPHONE PEDESTAL $ TELEPHONE POLE $ ® TELEPHONE JUNCTION BOX TP 6R TEST PIT TP 69 El TRAFFIC CONTROL BOX 0 0 TRAFFIC JUNCTION BOX Q TRAVERSE 0 O UTILITY MARKER POST ❑o 713 UTILITY POLE COL) O VENT PIPE Q WO WATER MAN HOLE =E WATER METER WATER SURFACE ELEVATION IN WATER VALVE m �W WELL O ® YARD GRATE mm EXISTING LINETYPE LEGEND NEW BUILDING OVERHEAD — — — — ADJACENT PROPERTY LINE — — — - - — — R/W ADJACENT RIGHT—OF—WAY — — — R/W BOB BOTTOM OF BANK BOB — — — — — BOUNDARY PROPERTY LINE — — — — - - — — R/W BOUNDARY RIGHT—OF—WAY — — — R/W — — — — — — — — — — BUILDING SETBACK ---------- BUSH LINE OHCT OHCT CAN OVERHEAD UGCT— UGCT— UGCT CAN UNDER GROUND OHT OHT TELEPHONE OVERHEAD UGT UGT UGT— TELEPHONE UNDER GROUND > > > DITCH CENTER LINE > > > EASEMENT — CONSTRUCTION AND GRADING — — — EASEMENT — SLOPE EASEMENT — SANITARY SEWER — • — • — • — — — EASEMENT — STORM EASEMENT — STORMWATER MANAGEMENT —--- --- --- --- --- EASEMENT — UTILITIES EASEMENT — WATER OF EFFLUENT OUTFALL OF OHE OHE ELECTRIC OVERHEAD UGE UGE ELECTRIC UNDER GROUND UGE UGE FENCE BARBED WIRE x x x x o 0 0 o FENCE CHAIN LINK —0-0-0-0 FENCE WOOD ❑ ❑ ❑ FENCE WOVEN WIRE 0 0 0 0 0 0 FP FLOOD PLAIN GAS GAS GAS UNDER GROUND GRAVEL GUARD RAIL ML ML ML MIXED LIQUOR ML ML ML — PAVEMENT ASPHALT PF PLANT FLOW PF PCE PCE PRIMARY CLARIFIER EFFLUENT PCE PCE EXISTING LINETYPE LEGEND NEW RAILROAD CENTERLINE iiiii RSFM RSFM RSFM RAW SEWAGE FORCE MAIN — RSFM— RSFM— RSFM— RAS RETURN ACTIVATED SLUDGE RAS — — ROAD CENTERLINE — — FM FM SANITARY FORCEMAIN FM SAN SAN SANITARY SEWER SAN DRN SANITARY SEWER DRAIN DRN SCE SCE SECONDARY CLARIFIER EFFLUENT SCE SCE SL SLUDGE SL STORM SEWER STREAM CENTERLINE TWAS TWAS TWAS THICKENED WASTE ACTIVATED SLUDGE —TWAS—TWAS—TWAS— TOB TOP OF BANK TOB TOPO MAJOR CONTOUR TOPO MINOR CONTOUR TREELINE OHU OHU UTILITY OVERHEAD UGU UGU UTILITY UNDER GROUND WAS WASTE ACTIVATED SLUDGE WAS MHW MHW WATER LEVEL ELEVATION — MEAN HIGH WATER MLW MLW WATER LEVEL ELEVATION — MEAN LOW WATER W W W WATER LINE W W W BW BW BW WATER LINE — BACKWASH — BW BW BW — WATER LINE — COLD — CW CW CW — D D D WATER LINE — DRAIN D D D FEW FBW WATER LINE — FILTER BACKWASH WASTE FBW FBW FE FE FE WATER LINE — FILTER EFFLUENT — FE FE FE — FW FW FW WATER LINE — FILTERED — FW FW FW — WATER LINE — HOT — HW HW HW — MW MW MW WATER LINE — MILL SUPPLY — MW MW MW — NPW WATER LINE — NON —POTABLE NPW WP WP WP WATER LINE — PRIVATE — WP WP WP — RAW RAW WATER LINE — RAW RAW RAW WATER LINE — REVISED RWL — — — — — — — WETLAND LIMITS j DESIGNED BY: PROJECT: STONEFIELD TOWNCENTER SET REV. NO. QF D UDB BLOCK C2-1 _ ENGINEERS DRAWN BY: INITIAL SITE PLAN 9 SURVEYORS DSB ALBEMARLE COUNTY, VIRGINM JOHN DAVID BEIRNE JR rm PLANNERS TITLE: DRAWING NUMBER: Lic. No. 042267 DI"R BY., AND LEGEND ASSOCIATES HFW C-5 PO Box 4119 968 OlyDrive, mpia Suite 1 ��'�� w LymhhmgVA24$02 Charldwrville,VAn9ll WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: s G Phone434.316.6080 Phone: 434.984.2700 NO. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE `SIONAL �� wwwwwassociatesnH 221020.04 102004C—ND-4.dwg ClwL V. N/A 1111912021 ® L m f LPO ON ST - - - - - - - coo I Z DISTRICT AVENUE ARIABLE WIDTH EX 20' ACSA WATER EASEMENT EX G SLINE EAS ENT - SA$EW�R Z 12 INGRESS 3�R EASEMENT D.B. 91 P. 331 I D.B. 186 R - - "D; I 35-�215�249 SIDEWALK ITENENCE WATERLINE _ - - - - - - - - IF THIS DRAWING IS A REDUCTION SIGHT DISTANCE EASEMENT _ ASE�ENr - - - _ - - - GRAPHIC SCALE MUST BE USED D.B. 4 5- 249 - - -D.B. 4135 P-249 - - SCALE: 1 r = 2Q' W W W W W W W W W W- - - Z W W W W W W W W .- - -- - -p m.. ... -.. P W 20 0 20' a - W W - - + i - - - - - - - � G 0 a G GeG SIGN -rt - - - 5,44 SAN SAN SAN SAN N a SHE` ° / SAWCUT EDGE OF SAN . MH SIDEWALK, TYP. RIM 491.86 RIM 491.84 } INV a II. I 3 WATER INV I1473D� NV OUT-473. 10 I + SAWCUT EDGE OF + METER INV=7M DI-3B, L=8' SIDEWALK, TYP. + RI= I v our=aDI-3C, L=8 I, INV OUT=484.60 + RIM=491.4 / - o ° + . Q INV OU=486.76 - DI-3E, L=a' + EXISTING LIGHT RIM=493.61 POLE TO BE a I INV IN=484.45 s I < . DEMOLISHED BUILDING INV OUT=484.35 L oN x 486 x x g CI -III DEMO EXISTING + SIDEWALK AND - � x FFE=493.5' / I CURB INGRESSEGRESS EASEMENT °m ° DEMO I U1 I x x x x D.B. 4135 P. 249 ' ° �/ STRM - I v I I I °< EXISTING =4s a SIDEWALK INV our=as . L _ W I I SANITARY \ \ I SEWER _ 45' DOMINION VA. POW ESMNT. DEMO z DB 40 Pg 199 _ SAWCUT EDGE OF EXISTING c O SIDEWALK, TYP. ASPHALT m EX 20' ACSA EASEMENT j a I I Lp EXISTING LIGHT I D.B. 4391 P. 331 I I /r / POLE TO BE 1 I \ ' I \ DEMOLISHED I \ FFE=492.5 a + a Q c Icf) I� 1 TMP 61W-3-19A, PARCEL 1 SAWCUT EDGE OF LEGEND OCT STONEFIELD PROPERTY OWNER, LLC I a DB 4857 PGS 503-51 1 ° < � ASPHALT, TYP. a �xs' FarERRA ---------------------- ZONED: NMD 12' I cn - \ m \ = AREAS TO BE DEMOLISHED I WATERLINE EXISTING GAS, ACSA,AND ` \ CENTURYLINK EASEMENTS TO BE BENCH MARK \ REVISED BY PLAT SUBMITTED I I DI-3B, L=12'\ ° SUNDER SEPARATE COVER z =_ RIM490.33 IRON ROD a I = - = EXISTING FEATURE TO BE DEMOLISHED + / / I cn ELEVATION 482.32 I c T=485.4z \ EXISTING RETAINING ° - V _ WALL -- �c = EXISTING FEATURE TO BE DEMOLISHED + STRM MH \ / j RIM=490.53 \ z x 1 DURASLOr DRAIN I Q INVI �--485.29 TMP 61W-3-19 � FFE-491.5 PIPE, TYP. l / m x c __.. INV IN=485.29 INV our=485.1s O>T(IROP GRUMM_A_ N__ = TO BE REMOVED I I ': I m SYSTEMS CORP. (TBR) a Ex1 EENI 10' HIGH 909 SAWCUT EDGE OF NG WALL DB P 448 / LP 8 . SIDEWALK, TYP. EXISTING LIGHT ZONED:15 Ll + / a < . ' a \ LIGHT INDUSTRIAL POLE IS BE LP FFER \ ` LAND- USE: INDUSTRI cn DEMOLISHED >< x � DEMOLITION NOTES: 1. DEMOLITION AND CONSTRUCTION OF STRUCTURES, UTILITIES, AND APPURTENANCES SHALL BE AT THE o / DEMO + DIRECTION OF THE OWNER AND SHALL BE PERFORMED BY QUALIFIED PERSONNEL, LISCENSED AND a o / / EXISTING Q INSURED TO PERFORM DEMOLITION WORK SHOWN. WORK NECESSARY TO STRUCTURALLY SUPPORT OR / ASPHALT cn c \ UNDERPIN EXISTING STRUCTURES SHALL BE DIRECTED BY A QUALIFIED STRUCTURAL ENGINEER. / / I I ' 1 a TORY LINK ESMNT`_ -_ 428_\ a 9 2. GRADING OPERATIONS CONTRACTOR SHALL LOCATE EXISTING UNDERGROUND SERVICES TO INCLUDE < . DEMO BUT NOT LIMITED TO ELECTRIC, CABLE, TELEPHONE, GAS, SANITARY SEWER, SEPTIC TANKS, DRAIN / / / ° EXISTING I I I FIELDS, WATER AND STORM DRAIN AND SHALL COORDINATE PROPER PROTECTION, DEMOLITION, / DEMO SIDEWALK + z RELOCATION AND/OR ABANDONMENT WITH APPROPRIATE OWNER/UTILITY COMPANY.EXISTING cf) SIDEWALK c \ \ SAWCUT EDGE OF 3. CONTRACTOR SHALL WALK THE SITE AN BE FAMILIAR WITH THE SCOPE OF DEMOLITION REQUIRED. � D D Q D 'I EXISTING LIGHT POLES DEMOLITION WORK REQUIRED T0 CONSTRUCT THE IMPROVEMENTS WILL BE PERFORMED BY THE LIASPHALT TYP. 6'14' F-TER CONTRACTOR. / + TO BE REMOVED AND a z DI-3B L=12' REINSTALLED \ EXISTING LIGHT 4. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE / ' I va RIM=488.61 OLE B C INV T=483.28 DISPOSAL OF EXISTING APPURTENANCES AND VEGETATION/TREES CLEARED AND STRIPPED (AS / . / P EM TSHEE a IO'X6' ROOF m DIRECTED BY THE SOILS ENGINEER) AND OTHER INCIDENTAL DEMOLITION TO THE EXTENT NECESSARY a a --- DRAW FLTERR a' . WITHIN THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS FOR THE INSTALLATION OF NEW / / a ° a m a IMPROVEMENTS AND WITHIN THE LIMITS OF CONSTRUCTION. Lp -MH - - - ' RIM 488.41 5. THE CONTRACTOR SHALL PROTECT ALL PROPERTY, STRUCTURES, AND UTILITIES ON THE PROPERTY LP L / I I IN w-483.15 NOT TO BE DEMOLISHED. DAMAGE TO THE PROPERTY DUE TO THE CONTRACTOR'S ACTIVITIES SHALL / _ / + I m NV IN=483.15 \ BE REPLACED IN KIND BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. / SAWCUT EDGE OF I vv our-485.05 ` \ + SIDEWALK, TYP. 6. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND FIRE HYDRANTS, AND STORM DRAINAGE UTILITIES / m - THAT SERVICE ADJACENT FACILITIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS. / a a SAN SAN PuaAc STORM WArERN SAI� tx1 c ` \ 7. ALL DEMOLITION WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH FEDERAL, STATE AND MANAGEMENT ESMNT. / ssMH c� az 135 Pg 249 RIM 488.00 m \ LOCAL LAWS AS WELL AS VIRGINIA DEPARTMENT OF HEALTH AND OSHA REGULATIONS. - ssMH Q SOUTH UGD / NV IN=472.06 8. CONTRACTOR'S ACTIVITIES SHALL NOT IMPEDE USAGE OR INGRESS/EGRESS TO ADJACENT USES OR / a INV 11MN-471.61 Q REEK oN RAaurY Nv our=471. FACILITIES. COORDINATE WITH OWNER MAINTENANCE OF TRAFFIC/PEDESTRIAN CIRCULATION DURING wv our=471.41 I \` CONSTRUCTION. + + + + y \ xx \ OF Dr oESICNEJDe: PROJECT: STONEFI LLD KT02 NCENTER SET REV. NO. ENGINEERS INITIAL SITE PLAN DRAWN er: 9 SURVEYORS DSB ALBEMARLE COUNTY, VIRGINIA JOHN DAVID BEIRNE JR PLANNERS TITLE: DRAWING NUMBER: D7FIR BY: EXISTING CONDITIONS & DEMOLITION PLAN ° Lic. No. 042267 � ASSOCIATES rl�r C-6 PO Box 4119 968 OlDrive, Suite 1 ��'�� ��w ympia LymhhmgVA24$02 Charlm.rv,11e,VAn911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SS ONAL �G Phone' 434.316.6080 Phone: 434.984.2700 r _ , NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE I unuww4nociatesno 221020.04 102004C_EX-1.dwg CIVIL V. H A 20 1111912021 3 a I UI O O O i C O CL N c 0 0 0 N I U U O m v_ a) 0 0 U O 0 0 N i G STOP a LP O t� '+ .t 1F LP h SIGN + - - - - - - - ® m OFT. t - / / Sr GN DISTRICT AVENUE 8" - ARIABLE WIDTH EX 20' ACSA WATER EASEMENT - SANITARY Z 12 INGRESS/RESS EASEMENT D.B.91 P. 331 �I SIDEWALK C7 WATERLINE IF THIS DRAWING IS A REDUCTION D.�4 JS-�215�249 MAINTENENCE CONNECT TO EXISTING - _ _ _ _ _ _ _ SIGHT DISTANCE EASEMENT _ _ ASE4ENr SIDEWALK IN LINE - - GRAPHIC SCALE MUST BE USED / ��� W W D.B. �5 W249 W W W W W W - �.B. 4135 P-2�F9� �AN�GRA. .Tli W W W W W SCALE: 1 r = 20� W / W Z Wzzz - - - - �P m.....-.. P W W 20 0 20' all G _ STOP 0 a G G SIGN G SIG e TLI SAN N a SSMH Ak SSMH RIM=491.84 + RIM=491.86 INV IN=473.30 I, NEW CONCRETE NEW RETAINING WATER w \ INV =473.D� INV OUT=473.10 I + + DI-3e, L=a' M SIDEWALK WALL, MAX METER ° ° \ INV 72.87 � I I �� ININ 4 Ityv our=a7z � j W t / RIM=493.67 HEIGHT = 2' -, I p DI-3C, L=8' INV OUT=484.60 + I I' CONNECT TO EXISTING RIM=491.4 SIDEWALK IN LINE z - - - DI-3B, L=8' a t + a INV OU-486.76 AND GRADE, TYP. cn RIM=493.61 INV IN=484.45SANITARY----. NEW INV OUT=484.35$AN N X BUILDING I I LATERAL rn - 486 NEW CONCRETE - I g CI -III I I I I + / / x FFE=493.5' INGRESS/EGRESS EASEMENT m o SIDEWALK I n / S� � D.B. 4135 P. 249 v STR M MH I 6.' -49 NEW CONCRETE INV our=4s V I I SIDEWALK . * - - I� a <+ w I 9 z-- a41 m ` w 12 I SANITARY I ■ / - - - _ _ I E" d PARKING SPACES BELOW I I SEWER I I SECOND FLOOR PARKING I I I - a5' DOMINION VA. POWL� ESMNT. \ GARAGE ACCESS RAMP -DB-4i9&Z-P DB 4160 Pg 199 c_ CONNECT TO EXISTING 0 n m SIDEWALK IN LINE m I I I B91P33EMENr LP o D.B. 43. GRADE, TYP. � mV° \ \ \ \ \ FFE=492.5' + \ o x o z I ✓ \ m - gl aI �� /I SAN I 0 1 SAN TMP 61 W-3-1 9A, PARCEL 1 OCT STONEFIELD PROPERTY OWNER, LLC DB 4857 PGS 503-51 1 I z IA'xs' FiLrERRA ` I ZONED: NMD 12 " / BUILDING C2-I D FFE - 491.00 -- X' I c - - - ---- WATERLINE � � � � � � � m � BENCH MARK 0 m I z �_ * I \ IRON ROD RIM=490.3 DOIUl I.�T=485.42 ELEVATION 482.32 EXISTING RETAINING EXISTING G7 � STING GAS, ACSA, AND „� � wALL10 .- • + CENTURYLINK EASEMENTS TO BE 0 STEM MH / REVISED BY PLAT SUBMITTED 0 RIM=490.53 \ / UNDER SEPARATE COVER a I INV-485.29 TMP 61 W-3-19 ' DURASLOT DRAIN / I 1/7 * INV IN=485.29 O�T(IROP GRUMMAN \ \ FFE=491.5 PIPE, TYP. C INV OUT=485.19 SYSTE m NG WALL S CORP. \ \ / I o' HIGH DB 909 ZUP� 448 a a NINI 2715 PG 34 LP 4 = a � ° I � \ ZONED: LI a • \ LIGHT INDUSTRIAL ° 'x + L N FFER \ ` AND- USE: INDUSTRI a a �1m 24.00' v I+ GR EXTERIOR ACCESS L a III J U Dm DOOR, TYP. F)OD 0m > 1 II I I x c 1TURY LINK ESMNTONV- 0 G)� .B 4282 Pg 743 GR m m + D ` \ -- z I n x �. FFE=490.5 NEW CONCRETE m o. c \ \ \ Q SIDEWALK w 0 wry \ 'I 91 - - �� X 6'X4' FiL-TERRA \ - i'-o STRM MH ° / t � p� _ T � l RIM=aas.so o DUM TER I z DI-3e, L=12' \ I NEW CONCRETE a RIM=4sa.s1 wv w=4s2.so SIDEWALK ----�M INV our=482.40 E C SURE I n / - INV T=483.28 \ DRAIN FILTER m 0 ° v LP . P ° H + M 841 LP LP I INV IN=483.15 a t I m INV 483 15 / NV CO, N CT TO EXISTING f I NV our=485.05 SDE IN LINE a ° , a° AND RADE� TYP. ° - ° + ,° • '. m SAN SAN SAN SAN SA STORM WATER �'1 MANAGEMENT ESMNT. SSMHcc \ / a 8 DB 4135 Pg 249 / RIM 488.00 m NOTE$' ° Q 7 / NV IN=472.06 I NO MODIFICATIONS TO THE EXISTING CODE COMPLIANT LANDSCAPING ARE PROPOSED g ssMH sourH ucD INV our=471.aZ WITH THE INITIAL SITE PLAN. ANY PROPOSED SUPPLEMENTARY LANDSCAPING WILL BE RIM=490. 13 STORM W R INV IN-471.61 DETEN ON FACILITY SHOWN WITH THE FINAL SITE PLAN. 8 / INV OUT=471.41 I NO ADDITIONAL LIGHTING IS PROPOSED WITH THE INITIAL SITE PLAN. a a o + + + + REFER TO DWG. C-9 FOR PARKING GARAGE LAYOUT. OP yr = DESIGNS BY. PROJECT: STONEFI BLOCK LD T02 NCENTER SET REV. NO. w ENGINEERS DRAWN BY: INITIAL SITE PLAN 9 SURVEYORS DSB ALBEMARLE COUNTY, VIRGINIA JOHN DAVID BEIRNE JR rm PLANNERS TITLE: DRAWING NUMBER: Lic. No. 042267 DIFIR BY., LAYOUT PLAN ASSOCIATES HFW C-7 PO Box 4119 968 Olympia Drive, Suite 1 LymhhmgVA24$02 Charldwrville,VAnl)ii WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: ss ONAL �G Phone' 434.316.6080 Phone: 434.984.2700 r _ , NO. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE I unuwwanociatesnH 221020.04 102004C_SP-1.dwg CIVIL H: H A 20 1111912021 MECHANICAL STORAGE FF. N ROOM Q N TLECTRICAL w a o 0 0 0 o N ELEVATOR N ELEVATOR V) 0 N I 14 A A A> 14 A A> V-0" UNLESS OTHERWISE NOTED ON PLANS A > 1/4":1' SLOPE UNLESS x o �_ o OTHERWISE NOTED ON PLANS 0M 0 C) O D Z DO ZN 0 rri 0 0 0 D Z DO 4" MIN. aa a d. n a� T4 oa rn m 8 0 o a rn 13 m'' 0 0 04 0 0 0 0 o 1 III III III III III III III III III=III= - - -III-III ;III Ii l li 111III=III IIIIIIIIIIIIIIIIIIIII=1TI- IIIII=III=III=III=III=III=III A A TI III 1 1ii I11=1I1= 4"-VDOT ill, �11 NO. 21A �24.00'� �24.00'�1NPt 24.00' 1 11 24.00' 18.00 t NOTES: COMPACTED SUBGRADE AGGREGATE 7/77/77771 TyP• 1. SIDEWALK TO BE POURED VDOT CLASS A3 CONCRETE. 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINAL DIRECTION. 3. SIDEWALKS ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM THE STRUCTURE. zn 24.00' 24.00' SIDEWALK -DETAIL -------- NOT TO SCALE ELEVATOR ELEVATOR RECEPTION o RECEPTION AREA q AREA N BELOW N BIKE & MOTORCYCLE DUMPSTER rn 8 STORAGE ENCLOSURE S N N EXISTING TRAVEL LANE/PARKING 12" EDGE OF EXISTING MINIMUM PAVEMENT AS DETERMINED IN FIELD EX PAVEMENT SECTION SMOOTH SAW CUT J PARKING GARAGE - FIRST FLOOR LAYOUT PARKING GARAGE - SECOND FLOOR LAYOUT _ EX PAVEMENT TO BE DEMOLISHED PAVEMENT DEMOLITION DETAIL FOR UNCONFINED PAVEMENT EDGES NOT TO SCALE �TH OF D 53 r = W� ENGINEERS SURVEYORS DESIGNED JDB PROJECT STONEFIELD TOWNCENTER BLOCK C2-1 INITIAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO. DRAWN BY: DSB TITLE: DRAWING NUMBER: U y JOHN DAVID BEIRNE JR PLANNERS Lic.No. 042267 VIVO ��New S`SZONAL ASSOCIATES PO Box 4119 968 Olympia Drive, Swte 1 Lynchbnrg,VA24502 Chu1auea;ll,VA22L1 D1HR aY: HFw DETAILS C-8 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: E� Phone Phone: 434.3166080 Pe 434.9842700 „1w11.aaxmte,net 221020.04 102004C-DET-1.dwg CIWL H: AS SHOWN V: 1111912021 N0. BY SHEET REVISION DATE NO. SHEET REVISION BY DATE N/A